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other provinces and regions in Vietnam and other country.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Address\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Headquarters of Can Tho Journal of Medicine and Pharmacy, located Scientific Research and International Cooperation Office: 179 Nguyen Van Cu Street, An Khanh Ward, Ninh Kieu District, Can Tho City, Vietnam.\u003C\u002Fspan>\u003C\u002Fp>","\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Ngày 16\u002F7\u002F2015, Tạp chí Y Dược học Cần Thơ được cấp chỉ số quốc tế: ISSN 2354-1210.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Từ tháng 4\u002F2016, Tạp chí đã được Hội đồng Giáo sư ngành Y đưa vào danh sách các tạp chí khoa học Y học được tính điểm công trình 0-0,5 điểm cho một bài báo đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Năm 2020 Tạp chí Y Dược học Cần Thơ đã được phê duyệt vào danh mục của các Hội đồng Giáo sư ngành Dược học được tính điểm công trình 0-0,5 điểm cho một bài báo đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ ra 12 số\u002Fnăm, 180-200 trang\u002Fsố.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Từ tháng 12\u002F2022 Tạp chí Y Dược học Cần Thơ là thành viên của hệ thống Crossref và từ tháng 01\u002F2023 tạp chí thực hiện bình duyệt online kín 2 chiều nhằm tăng tính minh bạch, tin cậy của các công trình nghiên cứu khoa học và đảm bảo tốt nhất chất lượng khoa học của bài viết.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tôn chỉ, mục đích và phạm vi của tạp chí\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tôn chỉ và mục đích hoạt động của tạp chí: xuất bản nhằm mục đích phổ biến kết quả từ các đề tài nghiên cứu khoa học; giao lưu trao đổi khoa học, chia sẻ kinh nghiệm, học tập, đồng thời cập nhật thông tin khoa học mới trong các lĩnh vực y, sinh, dược học trong và ngoài nước.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Phạm vi của tạp chí: Tạp chí xuất bản được chia thành 3 chuyên mục: (i) Bài báo nghiên cứu khoa học là kết quả công trình nghiên cứu khoa học có giá trị đã được triển khai nghiên cứu, (ii) Bài tổng quan y, sinh, dược học: phục vụ mục tiêu đào tạo liên tục trong lĩnh vực y, sinh, dược học; nhằm hệ thống hóa những kiến thức kinh điển và hiện đại; (iii) Thông tin cập nhật kiến thức mới về y, sinh, dược học trong nước và trên thế giới.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Chính sách truy cập mở\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ áp dụng chính sách truy cập mở đối với các bài báo đã xuất bản đến với độc giả, nhằm mở rộng cơ hội tiếp cận các kết quả nghiên cứu chất lượng cao và tăng cường trao đổi kiến thức. Tạp chí đăng tải trực tuyến (miễn phí) toàn văn các bài báo được công bố trên website của Tạp chí (https:\u002F\u002Ftapchi.ctump.edu.vn).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đạo đức xuất bản\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ cam kết tuân thủ đạo đức xuất bản phù hợp với các hướng dẫn và tiêu chuẩn của the Committee on Publication Ethics (COPE), tuân thủ các nguyên tắc của COPE’s Core Practices, Best Practices Guidelines for Journal Editors và Guidelines on Good Publication Practices.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Bản thảo bài báo chỉ được chấp nhận khi được tác giả chịu trách nhiệm chính cam kết các nội dung sau: Các nội dung của bản thảo chưa được đăng tải toàn bộ hoặc một phần ở các tạp chí khác; Tất cả các tác giả đều có đóng góp một cách đáng kể vào quá trình nghiên cứu hoặc chuẩn bị bản thảo và cùng chịu trách nhiệm về các nội dung của bản thảo; Tuân thủ các biện pháp đảm bảo đạo đức nghiên cứu (ví dụ thỏa thuận đồng ý tham gia nghiên cứu).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Cam kết bảo mật\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí cam kết thực hiện và tuân thủ các quy định của luật và các văn bản hướng dẫn liên quan đến bảo mật thông tin cá nhân trên không gian mạng. Các thông tin mà người dùng (tác giả, độc giả, biên tập viên, người phản biện) nhập vào các biểu mẫu trên Hệ thống Quản lý xuất bản trực tuyến của tạp chí chỉ được sử dụng vào các mục đích đã được tuyên bố rõ ràng và sẽ không được cung cấp cho bất kỳ bên thứ ba nào khác, hay dùng vào bất kỳ mục đích nào khác.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Phí gửi bài\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Lệ phí gửi đăng bài: 1.000.000đ\u002Fbài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Lệ phí gửi đăng nhanh: 1.500.000đ\u002Fbài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đối với tác giả là cán bộ viên chức thuộc Trường Đại học Y Dược Cần Thơ thì được hỗ trợ 50% lệ phí gửi đăng bài.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đối với sinh viên thực hiện đề tài nghiên cứu khoa học cấp trường được hỗ trợ 100% lệ phí đăng bài ( Tác giả gửi đính kèm “ Quyết định về việc giao tổ chức thực hiện đề tài nghiên cứu khoa học cấp Trường của sinh viên”).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Hình thức nộp lệ phí:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Tiền mặt:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Nộp trực tiếp tại Phòng Tài chính - Kế toán, Trường Đại học Y Dược Cần Thơ, số 179 Nguyễn Văn Cừ, P. An Khánh, Q. Ninh Kiều, thành phố Cần Thơ.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Chuyển khoản:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tên Tài khoản: Trường ĐHYD Cần Thơ, Số TK: 0111000115668, tại ngân hàng Vietcombank chi nhánh Cần Thơ.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Thời gian: Áp dụng từ ngày 01\u002F02\u002F2023.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">* Phí gửi bài không được hoàn trả khi bài viết bị từ chối hoặc tác giả xin rút bài viết.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Quy trình phản biện bài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ thực hiện quy trình phản biện kín hai chiều nghiêm ngặt. Danh tính của những người phản biện không được tiết lộ cho các tác giả và ngược lại. Quy trình thẩm định bài báo đăng gồm các bước sau:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tiếp nhận bản thảo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tác giả liên hệ gửi bản thảo đến Tạp chí qua hệ thống trực tuyến tại website: https:\u002F\u002Ftapchi.ctump.edu.vn. Hướng dẫn về cách đăng ký, gửi bài và chuẩn bị bản thảo được cung cấp trên website của Tạp chí.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Sàng lọc sơ bộ\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Sau khi Tòa soạn nhận được bài báo của tác giả, Ban Thư ký sẽ tiến hành kiểm tra sơ bộ bài báo (các yêu cầu về nội dung và hình thức). Những bài báo không đúng quy cách hoặc có nội dung không phù hợp hoặc vi phạm bản quyền sẽ bị từ chối (Ban Thư ký thông báo phản hồi đến tác giả trong vòng 1 tuần). Những bài báo đủ điều kiện, được Ban Thư ký tòa soạn chuyển đến Ban Biên tập có cùng chuyên môn với nội dung bài báo để đề xuất người phản biện. Thời gian kể từ khi Ban Biên tập nhận bài báo đến khi đề xuất người phản biện bài báo chậm nhất là 5 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Vòng phản biện\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Ban Thư ký gửi bài và yêu cầu phản biện đến 02 phản biện độc lập.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Các phản biện gởi nhận xét cho Ban Thư ký. Thời gian từ khi gửi bài cho phản biện đến khi nhận ý kiến của phản biện tối đa là 20 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Xử ký kết quả phản biện\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Nếu ý kiến đồng ý cho đăng và không cần chỉnh sửa, Ban Thư ký tiếp tục đăng bài theo qui trình.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Nếu ý kiến đồng ý đăng và cần chỉnh sửa, Ban Thư ký sẽ thông tin đến tác giả chỉnh sửa theo yêu cầu của người phản biện. Thời gian chỉnh sửa và gửi lại kéo dài không quá 2 tuần, từ khi tác giả bài báo nhận được thông tin (Quá trình này có thể lặp lại tối đa 2 lần\u002F1 bài báo). Khi có sự thống nhất, đồng ý của người phản biện; bài báo được tiếp tục đăng theo qui trình.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">3. Những bài báo có chất lượng không đạt yêu cầu, cả 2 phản biện không đồng ý cho đăng sẽ bị Tòa soạn từ chối đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Xuất bản\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Ban Thư ký tổng hợp các bản thảo đã được tác giả hoàn thiện sau thẩm định trình Ban Biên tập xem xét, Tổng Biên tập phê duyệt, quyết định bài đăng theo các tiêu chí: sự phù hợp nội dung với tôn chỉ và mục đích, thể loại bài viết (ưu tiên các bài có bài có nghiên cứu chuyên sâu, hàm lượng khoa học cao), đóng góp mới bài báo, bài báo được ưu tiên đăng trong số gần nhất của Tạp chí theo thứ tự: tính thời sự, chất lượng bài báo và thời gian gửi bài.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Ban Biên tập và Ban Thư ký biên tập bản thảo, chế bản, đọc rà soát lỗi. Thời gian hoàn thành từ 10-15 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">3. Ban Thư ký có trách nhiệm thông báo cho tác giả bài báo (bằng e-mail) về tình hình phê duyệt bài báo, thời gian, số kỳ, tập xuất bản bài báo theo qui định.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">4. 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paper presents the pore size distribution and the soil water retention curves (SWRC) for an undisturbed residual soil obtained using traditional methods and using mercury intrusion porosimeter (MIP). The specimens were obtained from two residual soil profiles of the Serra do Mar, SP, Brazil. The results obtained allowed the evaluation of the pore size distribution along the soil profile and its relation to the water retention characteristics of the soil profile. The SWRC obtained using traditional methods, such as suction plate, pressure plate and filter paper method, is compared with the soil water retention curve inferred from the MIP. The results indicated that the amount of meso and macropores tends to increase with depth, while the amount of micropores tends to decrease. The comparison between the SWRC obtained using the MIP technique and the traditional procedures suggested that the former overestimates the water retention capacity for lower suctions.",{"EN":1009},"Soil Water Retention Curves for Residual Soils Using Traditional Methods and MIP",{"VOID":1011},"Aung KK, Rahardjo H, Leong EC, Toll DG (2001) Relationship between porosimetry measurement and soil-water characteristic curve for an unsaturated residual soil. Geotech Geol Eng 19:401–416\nBlight GE (2012) Origin and formation of residual soils. In: Blight GE, Leong EC (eds) Mechanics of residual soils, 2nd edn. Balkema, Leiden, pp 01–40\nBrazilian Association of Technical Standards – ABNT (1984a) Grain of soil that cross the mesh of 4,8mm: determination of the specific mass\u002FNBR-6508. 1a ed., Rio de Janeiro: ABNT. (in Portuguese)\nBrazilian Association of Technical Standards – ABNT (1984b) Soil: determination of the bulk specific weight of undisturbed samples by technical of the hydrostatic balance\u002FNBR 10838. 1a ed., Rio de Janeiro: ABNT. (in Portuguese).\nBrazilian Association of Technical Standards – ABNT (1984c) Soil: granulometric analysis\u002FNBR-7181. 1a ed., Rio de Janeiro: ABNT. (in Portuguese).\nBrazilian Association of Technical Standards – ABNT (1995) Rocks and soils\u002FNBR-6502. 1a ed., Rio de Janeiro: ABNT. (in Portuguese).\nBruand A, Prost R (1987) Effect of water content on the fabric of a soil material: an experimental approach. Eur J Soil Sci 38:461–472\nChandler RJ, Crilly MS, Montgomery-Smith G (1992) A low-cost method of assessing clay desiccation for low-rise buildings. Inst Civ Eng 2:82–89\nCooper M, Medeiros JC, Rosa JD, Soria JE, Toma RS (2013) Soil functioning in a toposequence under rainforest in São Paulo Brazil. R Bras Ci Solo 37:392–399\nDelage P, Lefebvre G (1984) Study of the structure of a sensitive Champlain clay and its evolution during consolidation. Can Geotech J 21:21–35\nFredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, New York\nGriffiths FJ, Joshi RC (1989) Change in pore size distribution due to consolidation of clays. Geotechnique 39(1):159–167\nKiehl EJ (1979) Edaphology manual: soil-plant relationships. Ceres, São Paulo\nKlein VA, Libardi PL (2002) Unsaturated soil hydraulic conductivity of an oxisol, under different use and management systems. Ciencia Rural 32:945–953\nLawrence GP (1978) Stability of soil pores during mercury intrusion porosimetry. J Soil Sci 29:299–304\nLi X, Zhanga LM (2009) Characterization of dual-structure pore-size distribution of soil. Can Geotech J 46(2):129–141\nLuxmoore RJ (1981) Micro, meso and macroporosity of soil. Soil Sci 45:671–672\nMachado SL (1995) Study of the confined compression and of the collapse of a compacted sandy soil using controlled suction edometric test. Masters Dissertation. Sao Carlos: School of Engineering\u002FUSP. (in Portuguese).\nMarinho FAM, Chandler R (1993) Aspects of the behavior of clays on drying - Unsaturated Soils - Geotechnical Special Publication n. 39 – ASCE, Houston SL and Wray WK (eds), pp 77–90\nMarinho FAM, Gomes JES (2011) The effect of contact on the filter paper method for measuring soil suction. Geotech Test J 35(01):172–181\nMarinho FAM, Oliveira OM (2006) The filter paper method revisited. Geotech Test J 29(3):250–258\nMarinho FAM, Take WA, Tarantino A (2008) Measurement of matric suction using tensiometric and axis translation techniques. Geotech Geol Eng 26(6):615–631\nMendes RM (2008) Study of the geotechnical properties of unsaturated residual soils of Ubatuba (SP). Doctoral Thesis. Polytechnic School, Sao Paulo University, 255p. https:\u002F\u002Fwww.teses.usp.br (in Portuguese)\nMoraes SO, Libardi PL, Dourado Neto D (1993) Methodological problems of the soil-water retention curve. Sci Agric 50(3):383–392\nOtto SRL, Alcaide M (2001) Soil water retention curve by TDR-Tensiometer method. R Bras Eng Agric Amb 5(2):265–269\nPrapaharan S, Altschaeffl AG, Dempsey BJ (1985) Moisture curve of compacted clay: mercury intrusion method. J Geotech Eng 111(09):1139–1143\nRahardjo H, Aung KK, Leong EC, Rezaurd RB (2004) Characteristics of residual soils in Singapore as formed by weathering. Eng Geol 73:157–169\nRichards LA (1965) Physical conditions of water in soil. In: Black CA (ed) Methods of soil analysis. American Society for Testing and Materials, Madison, pp 128–152\nSills ID, Aylmore LAG, Quirk JP (1973) A comparison between mercury injection and nitrogen sorption as methods of determining pore size distribution. Proc Soil Sci Soc Am 37:535–537",{"VOID":1013},"10.1007\u002Fs10706-020-01354-x","PUBLICATION","Auto Verify","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs10706-020-01354-x",[1018,1034],{"id":1019,"sortIndex":21,"researcher":20,"roles":1020,"affiliations":1022,"properties":1031},"b02e2c3e-d851-448b-a567-d263447c7edf",[1021],"AUTHOR",[1023],{"id":1024,"sortIndex":21,"affiliation":1025,"properties":20},"cb3a50ba-7e27-4f4c-8d7d-f76b9b823c13",{"id":1024,"createTime":20,"updateTime":20,"relativeEntities":1026,"slug":20,"properties":1027,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1030,"statistic":20},[],{"title":1028},{"VI":1029},"National Centre for Monitoring and Early Warning of Natural Disasters-CEMADEN\u002FMCTI, São José dos Campos, Brazil",[],{"title":1032},{"VI":1033},"Rodolfo Moreda 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"Laboratory and numerical indentations, using wedge-shaped, spherical and blunt indenters, were performed. The laboratory and numerical results agreed well that fluctuations of the indentation force occurred after the peaks. In addition, indentations by the wedge-shaped indenter generated median cracks whereas, for the spherical and blunt indenters, median and lateral cracks formed. We inferred from the numerical study that the fluctuations correlate to the crack propagation. In addition, the subsequently concentrated tensile stress zones are responsible for the generation of the median and lateral cracks, caused by spherical and blunt indenters. However, for the wedge-shaped indenter, the tensile concentrated zone, forming at the early indentation stage, can cause the median crack.",{"EN":1124},"Indentation Characteristics Using Various Indenters: A Study Based on Laboratory and Numerical Tests",{"VOID":1126},"Alehossein H, Detournay E, Huang H (2000) An analytical model for the indentation of rocks by blunt tools. 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Int J Solids Struct 38:7747–7768\nDu HB, Dai F, Xia KW, Xu NW, Xu Y (2017) Numerical investigation on the dynamic progressive fracture mechanism of cracked chevron notched semi-circular bend specimens in split Hopkinson pressure bar tests. Eng Fract Mech 184:202–217\nFan X, Li KH, Lai HP, Xie YL, Cao RH, Zheng J (2018) Internal stress distribution and cracking around flaws and openings of rock block under uniaxial compression: a particle mechanics approach. Comput Geotech 102(10):28–38\nFan X, Lin H, Lai H, Cao R, Liu J (2019) Numerical analysis of the compressive and shear failure behavior of rock containing multi-intermittent joints. Comptes Rendus Mécanique 347(1):33–48\nGoldstein RV, Osipenko NM (2015) Initiation of a secondary crack across a frictional interface. Eng Fract Mech 140:92–105\nHaeri H, Marji MF, Shahriar K (2014) Simulating the effect of disc erosion in TBM disc cutters by a semi-infinite DDM. Arab J Geosci 8(6):3915–3927\nHan DY, Cao P, Liu J, Zhu JB (2017) An experimental study of dependence of optimum TBM cutterspacing on pre-set penetration depth in sandstone fragmentation. Rock Mech Rock Eng 50:3209–3221\nHuang H, Damjanac B, Detournay E (1998) Normal wedge indentation in rocks with lateral confinement. Rock Mech Rock Eng 31(2):81–94\nInnaurato N, Oreste P (2011) Theoretical study on the TBM tool–rock interaction. Geotech Geol Eng 29:297–305\nInnaurato N, Oggeri C, Oreste PP, Vinai R (2007) Experimental and numerical studies on rock breaking with TBM tools under high stress confinement. Rock Mech Rock Eng 40(5):429–451\nLabra C, Rojek J, Oñate E (2017) Discrete\u002Ffinite element modelling of rock cutting with aTBM disc cutter. Rock Mech Rock Eng 50(3):621–638\nLi XF, Li HB, Liu YQ, Zhou QC, Xia X (2016) Numerical simulation of rock fragmentation mechanisms subject to wedge penetration for TBMs. Tunn Undergr Space Technol 53:96–108\nLin H, Xiong W, Yan Q (2015) Three dimensional effect of tensile strength in the standard Brazilian test considering contact length. Geotech Test J 39(1):137–143\nLin QB, Cao P, Cao RH (2018) Experimental investigation of jointed rock breaking under a disc cutter with different confining stresses. Comptes Rendus Mécanique 346(9):833–843\nLindqvist PA (1984) Stress fields and subsurface crack propagation of single and multiple rock indentation and disc cutting. Rock Mech Rock Eng 17(2):97–112\nLiu J, Cao P, Han DY (2016a) Sequential indentation tests to investigate the influence of confining stress on rock breakage by tunnel boring machine cutter in a biaxial state. Rock Mech Rock Eng 49(4):1479–1495\nLiu J, Cao P, Han DY (2016b) The influence of confining stress on optimum spacing of TBM cutters for cutting granite. Int J Rock Mech Min Sci 88:165–174\nLiu J, Chen Y, Wan W, Wang J, Fan X (2018a) The influence of bedding plane orientation on rock breakages in biaxial states. Theoret Appl Fract Mech 95:186–193\nLiu J, Wang J, Wan W (2018b) Numerical study of crack propagation in an indented rock specimen. Comput Geotech 96:1–11\nMomber AW (2004) Deformation and fracture of rocks loaded with spherical indenters. Int J Fract 125:263–279\nPan YC, Liu QS, Liu JP, Liu Q, Kong XX (2018a) Full-scale linear cutting tests in Chongqing Sandstone to study the influence of confining stress on rock cutting efficiency by TBM disc cutter. Tunn Undergr Space Technol 80:197–210\nPan YC, Liu QS, Liu JP, Peng XX, Kong XX (2018b) Full-scale linear cutting tests in chongqing sandstone to study the influence of confining stress on rock cutting forces by TBM Disc cutter. Rock Mech Rock Eng 51(6):1697–1713\nShan KR, Wong TF (1997) Fracturing at contact surfaces subjected to normal and tangential loads. Int J Rock Mech Min Sci 34(5):727–739\nWang SF, Li XB, Du K, Wang SY (2018) Experimental investigation of hard rock fragmentation using a conical pick on true triaxial test apparatus. Tunn Undergr Space Technol 79:210–223\nWang YX, Wang SY, Zhao YL, Li X, Guo PP, Liu Y (2019) Analysis of fracturing characteristics of unconfined rock plate under edge on impact loading. Eur J Environ Civ Eng. https:\u002F\u002Fdoi.org\u002F10.1080\u002F19648189.2018.1509021\nWu QH, Weng L, Zhao YL, Guo BH, Luo T (2019) On the tensile mechanical characteristics of fine-grained granite after heating\u002Fcooling treatments with different cooling rates. Eng Geol 253:94–110\nZhang CY, Qiu CM, Pu CZ, Fan X, Cao P (2018) The mechanism of vibrations-aided gravitational flow with overhanging style in hopper. Powder Technol 327:291–302\nZhao YL, Zhang LY, Wang WJ, Pu CZ, Wan W, Tang JZ (2016) Cracking and stress–strain behavior of rock-like material containing two flaws under uniaxial compression. Rock Mech Rock Eng 49(7):2665–2687\nZhao YL, Wang YX, Wang WJ, Tang LM, Liu Q, Cheng G (2019) Modeling of rheological fracture behavior of rock cracks subjected to hydraulic pressure and far field stresses. Theor Appl Fract Mech. https:\u002F\u002Fdoi.org\u002F10.1016\u002Fj.tafmec.2019.01.026\nZhu X, Liu W, He X (2016) The investigation of rock indentation simulation based on discrete element method. KSCE J Civ Eng. https:\u002F\u002Fdoi.org\u002F10.1007\u002Fs12205-016-0033-4",{"VOID":1128},"10.1007\u002Fs10706-019-00952-8","http:\u002F\u002Flink.springer.com\u002F10.1007\u002Fs10706-019-00952-8",[1131,1155,1168,1181],{"id":1132,"sortIndex":21,"researcher":20,"roles":1133,"affiliations":1134,"properties":1152},"c0b95342-68ff-4677-9f30-d50a404cd686",[1021],[1135,1143],{"id":1136,"sortIndex":21,"affiliation":1137,"properties":20},"5a58e9ac-a83f-4060-9668-fcafc7c971ed",{"id":1136,"createTime":20,"updateTime":20,"relativeEntities":1138,"slug":20,"properties":1139,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1142,"statistic":20},[],{"title":1140},{"VI":1141},"Department of Building Engineering, Hunan Institute of Engineering, Xiangtan, 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this paper, the interaction effect of a group of two and four symmetrical as well as asymmetrical helical anchors resting in homogeneous cohesive soil deposit with different helix configurations is determined using finite element analysis. The anchors were pulled to its ultimate failure controlling the displacement. Eight different types of anchor configuration were considered in the analysis, where mainly the number of helical plates, the depth of upper- and lower-most helical plates and the ratio of spacing between the helical plates to the diameter of the plate were varied. The variation of load–displacement curve for each anchor in the group was obtained and subsequently, the ultimate uplift capacity of each anchor was determined. The soil was assumed to follow Mohr–Coulomb failure criteria. The present theoretical observations are generally found in good agreement with those theoretical and experimental results available in the literature for single isolated helical anchor.",{"EN":1267},"Interaction Effect of Group of Helical Anchors in Cohesive Soil Using Finite Element Analysis",{"VOID":1269},"Basudhar PK, Singh DN (1994) A generalized procedure for predicting optimal lower bound break-out factors of strip anchors. Géotechnique 44(2):307–318\nDemir A, Ok B (2015) Uplift capacity of multi-plate helical anchors in cohesive soil. Geomech Eng 8(4):615–630\nGeddes JD, Murray EJ (1996) Plate anchor groups pulled vertically in sand. J Geotech Eng 122(7):509–516\nGhaly AM, Clemence SP (1998) Pullout performance of inclined helical screw anchors in sand. J Geotech Geoenviron Eng 124(7):617–627\nGhaly A, Hanna A (1992) Stresses and strains around helical screw anchors in sand. Soils Found 32(4):27–42\nGhosh P, Kumar R (2015) Numerical study on static interaction of closely spaced horizontal square or rectangular ground anchors in c-ϕ soil. Int J Geosynth Gr Eng 1(4):1–34\nGhosh P, Kumari R (2012) Seismic interference of two nearby horizontal strip anchors in layered soil. Nat Hazards 63(2):789–804\nGhosh P, Santhoshkumar G (2016) Vertical uplift capacity of two nearby horizontal strip anchors using method of stress characteristics. Int J Geomech 16(1):1–7\nHanna A, Ayadat T, Sabry M (2007) Pullout resistance of single vertical shallow helical and plate anchors in sand. Geotech Geol Eng 25(5):559–573\nKouzer KM, Kumar J (2009) Vertical uplift capacity of two interfering horizontal anchors in sand using an upper bound limit analysis. Comput Geotech 36(6):1084–1089\nKumar J, Kouzer KM (2008a) Vertical uplift capacity of horizontal anchors using upper bound limit analysis and finite elements. Can Geotech J 45(5):698–704\nKumar J, Kouzer KM (2008b) Vertical uplift capacity of a group of shallow horizontal anchors in sand. Geotechnique 58(10):821–824\nMeyerhof GG, Adams SI (1968) The ultimate uplift capacity of foundations. Can Geotech J 5(4):225–244\nMittal S, Mukherjee S (2013) Vertical uplift capacity of a group of helical screw anchors in sand. Indian Geotech J 43(3):238–250\nMittal S, Mukherjee S (2014) Vertical pullout capacity of a group of helical anchor in sand: an empirical approach. Indian Geotech J 44(4):480–488\nMittal S, Mukherjee S (2015) Behaviour of group of helical screw anchors under compressive loads. Geotech Geol Eng 33(3):575–592\nMurray EJ, Geddes JD (1987) Uplift of anchor plates in sand. J Geotech Eng 113(3):202–214\nNazir R, Chuan HS, Niroumand H, Kassim KA (2013) Performance of single vertical helical anchor embedded in dry sand. Measurement 49:42–51\nRao SN, Prasad YVSN (1993) Estimation of uplift capacity of helical anchors in clays. J Geotech Eng 119(2):352–357\nRowe RK, Davis EH (1982) The behaviour of anchor plates in clay. Geotechnique 32(1):9–23\nSubba Rao KS, Kumar J (1994) Vertical uplift capacity of horizontal anchors. J Geotech Eng 120(7):1134–1147\nWang D, Merifield RS, Gaudin C (2013) Uplift behaviour of helical anchors in clay. Can Geotech J 50(6):575–584",{"VOID":1271},"10.1007\u002Fs10706-017-0188-x","http:\u002F\u002Flink.springer.com\u002F10.1007\u002Fs10706-017-0188-x",[1274,1289],{"id":1275,"sortIndex":21,"researcher":20,"roles":1276,"affiliations":1277,"properties":1286},"c3154b30-aa6f-42b2-8719-170bb7932bb1",[1021],[1278],{"id":1279,"sortIndex":21,"affiliation":1280,"properties":20},"b6a7e1f7-3662-4b1e-a5c6-954ad65bcf07",{"id":1279,"createTime":20,"updateTime":20,"relativeEntities":1281,"slug":20,"properties":1282,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1285,"statistic":20},[],{"title":1283},{"VI":1284},"Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India",[],{"title":1287},{"VI":1288},"Priyanka 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(Trans ASCE 113:718–724, 1948) theoretical relationship between degree of consolidation (U\n                        \n                  r\n                ) and time factor (T\n                        \n                  r\n                ) is generally used to determine the coefficient of radial consolidation c\n                        \n                  r\n                . Several researchers have proposed different laboratory techniques for obtaining the value of c\n                        \n                  r\n                . However, the usual approach is to compare some salient features of the theoretical U\n                        \n                  r\n                –T\n                        \n                  r\n                 relationship with the compression, δ and time, t based on the laboratory data. In this paper, rapid consolidation test procedure originally proposed by Su (J Soil Mech Found Div Am Soc Civ Eng No. 95: Proc. Pap. 1729 (1–9), 1958) to determine the coefficient of vertical consolidation (c\n                        \n                  v\n                ) is extended to evaluate Barron’s coefficient of radial consolidation c\n                        \n                  r\n                 for the case of equal strain. The characteristic feature of the proposed method is the identification of the steepest tangent from the δ–log t plot. The slope of steepest tangent is independent of the drain spacing ratio (n) with a value of 0.847. This approach is rapid, and it predicts more reliable values of c\n                        \n                  r\n                 as it is less influenced by the secondary compression. In addition, this method is more versatile and can be applied for consolidation trends which do not always exhibit the typical S-shape.",{"EN":1375},"Determination of Coefficient of Radial Consolidation Using Steepest Tangent Fitting Method",{"VOID":1377},"Barron RA (1948) Consolidation of fine grained soils by drain wells. Trans ASCE 113:718–724\nBerry PL, Wilkinson WB (1969) The radial consolidation of clay soils. Geotechnique 19(2):253–284\nCasagrande A, Fadum RE (1940) Notes on soil testing for engineering purposes. Harv Soil Mech Ser 8\nMcKinlay DG (1961) A laboratory study of consolidation in clays with particular reference to conditions of radial porewater drainage. Proceedings fifth international conference on SM & FE, Paris, vol 1, pp 225–228\nOlson RE (1986) State of the art: consolidation testing. In: Yong RN, Townsend FC (eds) Consolidation of soils: testing and evaluation, ASTM STP 892. ASTM International, West Conshohocken, pp 7–70\nRobinson RG (1997) Determination of radial coefficient of consolidation by the inflection point method. Geotechnique 47(5):1079–1081\nRobinson RG (2009) Analysis of radial consolidation test data using log-log method. Geotech Test J 32(2):1–7\nSivaram B, Swamee P (1977) A computational method for consolidation coefficient. Soils Found Tokyo 17(2):48–52\nSridharan A, Prakash K, Asha SR (1996) Consolidation behaviour of clayey soils under radial drainage. Geotech Test J 19(4):421–431\nSu HL (1958) Procedure for rapid consolidation test. J Soil Mech Found Div Am Soc Civ Eng no. 95, Proc Pap 1729 (1–9)",{"VOID":1379},"10.1007\u002Fs10706-010-9330-8","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs10706-010-9330-8",[1382,1397,1412],{"id":1383,"sortIndex":21,"researcher":20,"roles":1384,"affiliations":1385,"properties":1394},"2ed814a4-3f1c-4520-8af1-2c6ccddb4f9c",[1021],[1386],{"id":1387,"sortIndex":21,"affiliation":1388,"properties":20},"cbf0820b-70e8-452c-88da-4df0ded345b5",{"id":1387,"createTime":20,"updateTime":20,"relativeEntities":1389,"slug":20,"properties":1390,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1393,"statistic":20},[],{"title":1391},{"VI":1392},"School of Civil, Mining & Environmental Engineering, University of Wollongong, Wollongong, Australia",[],{"title":1395},{"VI":1396},"J. S. 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injecting heated water or steam into rock at depth with proppant to hold open cracks and facilitate flows, has changed the world energy market. Instead of shortages predicted by proponents of peak oil formulations, natural gas is now plentiful. Far more plentiful than the oil and gas trapped in classical reservoirs, and even tight gas and coal seam methane, are the vast deposits of deep gas which must exist given vast geophysical evidence. Methane as “fossil fuel” is a misnomer as methane is abundant in the cosmos and at great depths in the earth. To date conventional methods are unable to access this depth. This paper details the need to develop new super deep boring technologies, not just to access deep gas, but to garner geothermal power under every location on Earth. The design and method of rock melting device is presented but independent computations and calculations show that such devices modeled on the subterrene originally developed in Los Alamos Government Labs, although later patented, cannot work. As there is no significant benefit to boring through rock melt or solid rock at great pressure, a self-propelled shaped charge penetrator previously offered as a self-propelled bunker bomb is offered as a viable method to reach depths to access deep gas. Other lucrative applications for this device is also proposed.",{"EN":1700},"Super Deep Boring Technology",{"EN":1702},"",{"VOID":1704},"10.1007\u002Fs10706-019-01143-1",[237],"https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs10706-019-01143-1",[1708,1723,1736],{"id":1709,"sortIndex":21,"researcher":20,"roles":1710,"affiliations":1711,"properties":1720},"8f628d82-6f3f-4dd4-91d6-b2a5205442bc",[],[1712],{"id":1713,"sortIndex":21,"affiliation":1714,"properties":20},"fe8bd1c6-b5c7-44c9-80c3-bdcd17dc562a",{"id":1713,"createTime":20,"updateTime":20,"relativeEntities":1715,"slug":20,"properties":1716,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1719,"statistic":20},[],{"title":1717},{"EN":1718},"Strategic Solutions Technology Group, Jerusalem, Israel",[],{"title":1721},{"EN":1722},"Alexander 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DE, Mcinteer BB, Mills RL, Potter RM, Robinson ES, Rowley JC, Smith MC (1971) Method and apparatus for tunneling by melting. United States Patent 3693731. https:\u002F\u002Fpatentimages.storage.googleapis.com\u002Fd4\u002F77\u002F07\u002Fcdf3f7ded50238\u002FUS3693731.pdf",{"id":20,"text":1812,"url":20,"identifiers":20},"Bolonkin A (2019) Thermonuclear micro-projectile and methods for its use in defensive protection from Space Rockets, peaceful energy and transport. Strateg Def Initiat. http:\u002F\u002Fvixra.org\u002Fpdf\u002F1909.0475v1.pdf",{"id":20,"text":1814,"url":20,"identifiers":20},"Bolonkin A, Neumann S (2014) New self-propelled penetration bomb. In: Alexander B (ed) Innovations and new technologies (V.2). New York, Lulu, pp 136–150",{"id":20,"text":1816,"url":20,"identifiers":20},"Bolonkin AA, Friedlander JD, Neumann S, Newman Z (2015) Micro-thermonuclear plasma tunneling by rock. http:\u002F\u002Fvixra.org\u002Fabs\u002F1503.0211. https:\u002F\u002Fpdfs.semanticscholar.org\u002F1d8d\u002F6ec9e7bc7ce14f3ff30f1f2bf60cf06af911.pdf",{"id":20,"text":1818,"url":20,"identifiers":20},"Brown DW (1999) Geothermal energy production with supercritical fluids. US Patent US6668554B1",{"id":20,"text":1820,"url":20,"identifiers":20},"Brown DW (2003) Geothermal energy production with supercritical fluids. United States Patent 6668554",{"id":20,"text":1822,"url":20,"identifiers":20},"Cassino A (2003) Depth of the deepest drilling in the Physics factbook: an encyclopedia of scientific essays [Online]. Available: https:\u002F\u002Fhypertextbook.com\u002F1403 facts\u002F2003\u002FAdamCassino.shtml",{"id":20,"text":1824,"url":20,"identifiers":20},"Ćirković MM, Cathcart RB, Geo-engineering Gone Awry: a new partial solution of Fermi’s Paradox. [Online]. Available: https:\u002F\u002Farxiv.org\u002Fftp\u002Fphysics\u002Fpapers\u002F0308\u002F0308058.pdf",{"id":20,"text":1826,"url":20,"identifiers":20},"Dixon RP (1966) Method of creating large diameter boreholes using underground nuclear detonations. United States Patent US3404919A. https:\u002F\u002Fpatentimages.storage.googleapis.com\u002F74\u002Fa8\u002Fa2\u002Fcb019683c15a06\u002FUS3404919.pdf",{"id":20,"text":1828,"url":20,"identifiers":20},"Duan Z, Møller N, Weare JH (1992a) An equation of state for the CH4-CO2-H2O system: I. Pure systems from 0 to 1000 °C and 0 to 8000 bar. Geochim Cosmochim Acta 56:2605–2617",{"id":20,"text":1830,"url":20,"identifiers":20},"Duan Z, Møller N, Weare JH (1992b) An equation of state for the CH4-CO2-H2O system: II. Mixtures from 50 to 1000 °C and 0 to 1000 bar. Geochim Cosmochim Acta 56:2619–2631",{"id":20,"text":1832,"url":20,"identifiers":20},"Falkowski PEA (2000) The global carbon cycle: a test of our knowledge of earth as system. Science 290:290",{"id":20,"text":1834,"url":20,"identifiers":20},"Gilmore C (1972) Hot new prospects for power from the earth. Popular Science:58",{"id":20,"text":1836,"url":20,"identifiers":20},"Goff SJ, BUSSODI GY, Wohletz K (2018) Rock melting: a specialty drilling system for improved hole stability in geothermal wells. [Online]. Available: https:\u002F\u002Fwww.researchgate.net\u002Fpublication\u002F267426049_ROCK_MELTING_A_SPECIALTY_DRILLING_SYSTEM_FOR_IMPROVED_HOLE_STABILITY_IN_GEOTHERMAL_WELLS",{"id":20,"text":1838,"url":20,"identifiers":20},"Jacobs RB, Wright LT (1963) In situ retorting of oil shale using nuclear energy. United States Patent 3342257",{"id":20,"text":1840,"url":20,"identifiers":20},"Jenniskens P, Wilson MA, Packan D, Laux CO, Krueger CH, Boyd ID, Popova OP, Fonda M (1998) Meteors: a delivery mechanism of organic matter to the Early Earth. Earth Moon Planet 82:57–70",{"id":20,"text":1842,"url":20,"identifiers":20},"Jozef G, Tobias L (2011) Apparatus for boring holes in rock mass. United States Patent 8225882. https:\u002F\u002Fpatentimages.storage.googleapis.com\u002Fd1\u002Fd2\u002F81\u002Ff1f11cdcb0b7bf\u002FUS8225882.pdf",{"id":20,"text":1844,"url":20,"identifiers":20},"Kosugi LA (2004) Use of pneumatic capsule pipeline for underground tunneling. In: 12th international symposium on freight pipelines, Prauge, Czech Republic",{"id":20,"text":1846,"url":20,"identifiers":20},"Kundt W (2001) The 1908 Tunguska catastrophe: an alternative explanation. Curr Sci 81(4):399–407",{"id":20,"text":1848,"url":20,"identifiers":20},"Lekas MA (1969) Construction of land masses bounded by water. United States Patent 3568449A",{"id":20,"text":1850,"url":20,"identifiers":20},"L. P. R. Subsystem, “LMF Paving Robot Subsystem,” [Online]. Available: http:\u002F\u002Fwww.islandone.org\u002FMMSG\u002Faasm\u002FAASM5C.html#5c",{"id":20,"text":1852,"url":20,"identifiers":20},"Madhupratap M, Nair KN, Gopalakrishnan TC, Haridas P, Nair KK, Venugopal P, Gauns M (2001) Arabian Sea oceanography and fisheries of the west coast of India. Curr Sci 81(4):355–361",{"id":20,"text":1854,"url":20,"identifiers":20},"Nielson DH (1990) Method and apparatus for shale gas recovery. United States Patent 4928765. https:\u002F\u002Fwww.osti.gov\u002Fbiblio\u002F6744273-methodapparatus-shale-gas-recovery",{"id":20,"text":1856,"url":20,"identifiers":20},"Powell J, Maise G, Paniagua J (2001) Forum on innovative approaches to outer planetary exploration 2001–2020, 66",{"id":20,"text":1858,"url":20,"identifiers":20},"Robinson ES, Rowley JC, Potter RM, Armstrong DE, Mclnteer BB, Mills RL, A preliminary study of the nuclear subterrene. [Online]. Available: https:\u002F\u002Fpermalink.lanl.gov\u002Fobject\u002Ftr?what=info:lanl-repo\u002Flar",{"id":20,"text":1860,"url":20,"identifiers":20},"Ryskin G (2003) Methane-driven oceanic eruptions and mass extinctions. Geology 31(9):741–744",{"id":20,"text":1862,"url":20,"identifiers":20},"Scott HP, Hemley RJ, Mao HK, Herschbach DR, Fried LE, Howard WM, Bastea S (2004) Generation of methane in the Earth’s mantle: in situ high pressure-temperature measurements of carbonate reduction. Proc Nat Acad Sci U S A 101: 14023–14026",{"id":20,"text":1864,"url":20,"identifiers":20},"Sullivan W (1971) Thermal boring device melts away Granite. Dec 25, 1971. The New York Times. https:\u002F\u002Fwww.nytimes.com\u002F1971\u002F12\u002F25\u002Farchives\u002Fthermal-boring-device-melts-away-granite.html",{"id":20,"text":1866,"url":20,"identifiers":20},"The Global Carbon Cycle: A Test of Our Knowledge of Earth as a form bicarbonate. [Online]. Available: www.sciencemag.org\u002Fcgi\u002Freprint\u002F290\u002F5490\u002F2",{"id":20,"text":1868,"url":20,"identifiers":20},"Vandersteel W (1981) Pneumatic pipeline transport system. Patent US4458602A. https:\u002F\u002Fpatentimages.storage.googleapis.com\u002Fb3\u002F0f\u002F0c\u002Ff5b4fc9ebcea34\u002FUS4458602.pdf",{"id":20,"text":1870,"url":20,"identifiers":20},"Wideman TW, Potter JM, Dreesen DS, Potter RM (2010) Methods and apparatus for thermal drilling. US Patent 20100089577A1. https:\u002F\u002Fpatentimages.storage.googleapis.com\u002F82\u002F21\u002F62\u002Fd613e668910903\u002FUS20100089577A1.pdf",{"id":20,"text":1872,"url":20,"identifiers":20},"Wulff HE (1968) The qanats of Iran. Scientific American:94–105",{"id":1874,"createTime":1875,"updateTime":1876,"relativeEntities":1877,"slug":1878,"properties":1879,"entityType":1014,"verifyStatus":233,"verifyTime":1876,"verifyNote":1015,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1888,"fullTextUrl":20,"authors":1889,"publicationType":1049,"publisherRelationship":1933,"citationCount":20,"citationInfo":20,"publishDate":1993,"publishYear":1994,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":1995,"openAccess":20,"references":20,"isForceReanalyzing":1113},"007b427a-2d48-4fc2-ac0d-4c59298eb986","2023-12-05T08:37:08.584+00:00","2025-02-11T19:57:24.603+00:00",[],"Strength-and-Failure-Behaviors-of-a-Jointed-Rock-Mass-Anchored-by-Steel-Bolts-A-Numerical-Modeling-Study",{"abstract":1880,"title":1882,"references":1884,"doi":1886},{"EN":1881},"Large deformation of anchored rock masses or pull-out failure of anchor bolts often occurs in tunneling practices. The existence of incipient joints in rock masses might account for the failure of anchor bolts. The strength of the anchored rock mass varied with the geometric property of the joints and might be less than the target value. A series of numerical modeling experiments have been carried out in the present study by utilizing the FLAC3D software package. A novel method has been proposed to establish and validate numerical models such that they can simulate and extend physical experimental results. Accordingly, we demonstrated that the application of anchor bolts increases the strength of the jointed rock blocks but significantly depends on the orientation of incipient joints. The anchor bolt reduces the nonuniformity of the stress distribution, and the uniformity increases gradually with increasing bolt density. Moreover, the application of anchor bolts would keep the rock blocks as intact to contain the tendentious failure along the incipient joint planes. The findings in the present study would benefit the stabilization of rock masses adjacent to an underground tunnel, especially at the initial stage of failure when only incipient joints exist.",{"EN":1883},"Strength and Failure Behaviors of a Jointed Rock Mass Anchored by Steel Bolts: A Numerical Modeling Study",{"VOID":1885},"Cao RH, Cao P, Lin H, Ma GW, Zhang CY, Jiang C (2018) Failure characteristics of jointed rock-like material containing multi-joints under a compressive-shear test: experimental and numerical analyses. Int J Archiv Civ Mech Eng 18(3):784–798\nCao RH, Lin H, Lin Q, Meng J (2020) Failure mechanism of non-persistent jointed rock-like specimens under uniaxial loading: laboratory testing. Int J Rock Mech Min Sci 132:104341\nGrasselli G (2005) 3D Behaviour of bolted rock joints: experimental and numerical study. Int J Rock Mech Min Sci 42:13–24\nHaas CJ (1981) Analysis of rock bolting to prevent shear movement in fractured ground. Int J Rock Mech Min Sci 33:698–704\nHan GS, Jing HW, Jiang YJ et al (2018) The effect of joint dip angle on the mechanical behavior of infilled jointed rock masses under uniaxial and biaxial compressions. Processes 6(5):49\nHencher RS (2014) Characterizing discontinuities in naturally fractured outcrop analogues and rock core: the need to consider fracture development over geological time. Geol Soc Lond Spec Publ 374(1):113–123\nIndraratna B, Aziz NI, Dey A (2001) Behaviour of joints containing clay infill under constant normal stiffness, with and without bolting. Geotechn Eng 149(4):259–267\nJing HW, Yang SQ, Zhang ML et al (2014) An experimental study on anchorage strength and deformation behavior of large-scale jointed rock mass. Tunn Undergr Space Tech 43:184–197\nLajtai EZ, Carter BJ, Duncan E (1994) En echelon crack-arrays in potash salt rock. Rock Mech Rock Eng 27(2):89–111\nLi SC, Wang G, Wang SG et al (2006) Application of fracture-damage model to anchorage of discontinuous jointed rock mass of excavation and supporting. Chin J Rock Mech Eng 25(8):1582–1590\nLi SJ, Feng XT, Li Z et al (2012) In situ monitoring of rock burst nucleation and evolution in the deeply buried tunnels of Jinping II hydropower station. Eng Geol 137–138:85–96\nMeng B, Jing HW, Yang XX, Chen KF, Yang SQ (2013) Experimental study of deformation and failure characteristics of anchorage unit in fractured surrounding rocks. Chin J Rock Mech Eng 32(12):2497–2505\nPellet F, Egger P (1996) Analytical model for the mechanical behavior of bolted rock joints subjected to shearing. Rock Mech Rock Eng 29:73–97\nSun PP, Yang XX, Sun DK, Qiao WG, Wu Y (2019) Geometric and mechanical properties of a shear-formed fracture occurring in a rock bridge between discontinuous joints. Bull Eng Geol Environm 79:1365–1380\nWang G, Zhang YZ, Jiang YJ et al (2018) Shear behaviour and acoustic emission characteristics of bolted rock joints with different roughnesses. Rock Mech Rock Eng 51:1885–1906\nWong RHC, Chau KT (1998) Crack coalescence in a rock-like material containing two cracks. Int J Rock Mech Min Sci 35:147–164\nWong RHC, Chau KT, Tang CA, Lin P (2001) Analysis of crack coalescence in rock-like materials containing three flaws-part I: experimental approach. Int J Rock Mech Min Sci 38:909–924\nWu XZ, Jiang YJ, Li B (2017) Influence of joint roughness on the shear behaviour of fully encapsulated rock bolt. Rock Mech Rock Eng 51:953–959\nYang XX, Kulatilake P (2019) Laboratory investigation of mechanical behavior of granite samples containing discontinuous joints through direct shear tests. Arab J Geosci 12(2):79\nYang XX, Qiao WG (2018) Numerical investigation of the shear behavior of granite materials containing discontinuous joints by utilizing the flat-joint model. Comput Geotech 104:69–80\nYang XX, Kulatilake P, Jing HW, Yang SQ (2015) Numerical simulation of a jointed rock block mechanical behavior adjacent to an underground excavation and comparison with physical model test results. Tunn Undergr Space Techn 50:129–142\nYang XX, Jing HW, Tang CA, Yang SQ (2017) Effect of parallel joint interaction on mechanical behavior of jointed rock mass models. Int J Rock Mech Min Sci 92:40–53\nZhang ML (2013) Research on crack evolution and bolting mechanism of intermittently jointed rocks. China University of Mining and Technology, Xuzhou",{"VOID":1887},"10.1007\u002Fs10706-022-02275-7","https:\u002F\u002Flink.springer.com\u002F10.1007\u002Fs10706-022-02275-7",[1890,1905,1920],{"id":1891,"sortIndex":21,"researcher":20,"roles":1892,"affiliations":1893,"properties":1902},"087fb781-7a49-4f5f-ada2-7ca9fe01c9c7",[1021],[1894],{"id":1895,"sortIndex":21,"affiliation":1896,"properties":20},"173acda0-cf51-4116-b671-9ecaf38342d4",{"id":1895,"createTime":20,"updateTime":20,"relativeEntities":1897,"slug":20,"properties":1898,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1901,"statistic":20},[],{"title":1899},{"VI":1900},"State Key Laboratory for Geomechanics and Deep Underground Engineering (China University of Mining and Technology), Xuzhou, China",[],{"title":1903},{"VI":1904},"Hong-Wen Jing",{"id":1906,"sortIndex":245,"researcher":20,"roles":1907,"affiliations":1908,"properties":1917},"2ca4ca7c-1d75-44c4-ade7-bb9b7ea0425d",[1021],[1909],{"id":1910,"sortIndex":21,"affiliation":1911,"properties":20},"12878b60-bf95-4db3-8874-38bdd8c0c41d",{"id":1910,"createTime":20,"updateTime":20,"relativeEntities":1912,"slug":20,"properties":1913,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1916,"statistic":20},[],{"title":1914},{"VI":1915},"Shandong Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, China",[],{"title":1918},{"VI":1919},"Xu-Xu Yang",{"id":1921,"sortIndex":151,"researcher":20,"roles":1922,"affiliations":1923,"properties":1930},"ba121e00-8027-4a4f-96ea-ce4fb84adf87",[1021],[1924],{"id":1895,"sortIndex":21,"affiliation":1925,"properties":20},{"id":1895,"createTime":20,"updateTime":20,"relativeEntities":1926,"slug":20,"properties":1927,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1929,"statistic":20},[],{"title":1928},{"VI":1900},[],{"title":1931},{"VI":1932},"Mao-Lin Zhang",{"url":1888,"publisher":1934,"properties":1988},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1935,"slug":10,"properties":1936,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":1940,"manageAffiliations":1957,"indexDatabases":1968,"url":20,"thumbnailPath":20,"statistic":1983,"gsStatistic":20,"type":20,"analyzePriority":20},[],{"issn":1937,"title":1938,"eissn":1939},{"VOID":13},{"EN":15},{"VOID":17},[1941,1945,1949,1953],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":1942,"label":1943,"description":1944,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":1946,"label":1947,"description":1948,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":1950,"label":1951,"description":1952,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":1954,"label":1955,"description":1956,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},[1958,1963],{"id":49,"createTime":20,"updateTime":20,"relativeEntities":1959,"slug":20,"properties":1960,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1962,"statistic":20},[],{"title":1961},{"EN":53},[],{"id":56,"createTime":20,"updateTime":20,"relativeEntities":1964,"slug":20,"properties":1965,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1967,"statistic":20},[],{"title":1966},{"EN":60},[62],[1969,1976],{"id":65,"indexDatabase":1970,"url":78,"indexYears":20,"academicFieldIds":1975,"indexDatabaseRanking":20},{"id":67,"createTime":20,"updateTime":20,"relativeEntities":1971,"label":1972,"description":1973,"key":74,"publicationTags":1974,"standard":20},[],{"EN":70,"VI":70},{"EN":72,"VI":73},[76,77],[80],{"id":82,"indexDatabase":1977,"url":93,"indexYears":94,"academicFieldIds":1982,"indexDatabaseRanking":100},{"id":84,"createTime":20,"updateTime":20,"relativeEntities":1978,"label":1979,"description":1980,"key":90,"publicationTags":1981,"standard":20},[],{"EN":87,"VI":87},{"EN":87,"VI":89},[92],[96,97,98,99],{"impactFactor":21,"impactFactorByYear":1984,"i10Index":112,"i10IndexLast5Year":113,"totalPublication":114,"totalPublicationByYear":1985,"totalCitation":148,"totalCitationByYear":1986,"totalCitationPerPublication":175,"totalCitationPerPublicationByYear":1987,"hindexLast5Year":132,"hindex":132},{"2012":103,"2013":104,"2014":105,"2015":104,"2016":105,"2017":106,"2018":107,"2019":108,"2020":106,"2021":109,"2022":110,"2023":111},{"1983":116,"1984":117,"1985":118,"1986":119,"1987":120,"1988":117,"1989":117,"1990":118,"1991":121,"1992":118,"1993":118,"1994":122,"1995":122,"1996":123,"1997":124,"1998":125,"1999":118,"2000":119,"2001":117,"2002":126,"2003":126,"2004":127,"2005":128,"2006":129,"2007":130,"2008":131,"2009":132,"2010":133,"2011":134,"2012":135,"2013":136,"2014":137,"2015":138,"2016":139,"2017":140,"2018":141,"2019":142,"2020":143,"2021":144,"2022":145,"2023":146,"2024":147},{"1983":150,"1984":116,"1985":151,"1986":134,"1987":152,"1988":126,"1989":122,"1990":153,"1991":154,"1993":154,"1994":155,"1995":121,"1996":156,"1997":121,"2004":157,"2005":158,"2006":159,"2007":160,"2008":161,"2009":136,"2010":162,"2011":163,"2012":164,"2013":165,"2014":166,"2015":157,"2016":167,"2017":168,"2018":169,"2019":170,"2020":171,"2021":172,"2022":173,"2023":131,"2024":174},{"1983":177,"1984":178,"1985":103,"1986":179,"1987":180,"1988":181,"1989":182,"1990":183,"1991":184,"1993":185,"1994":186,"1995":187,"1996":188,"1997":189,"2004":190,"2005":191,"2006":192,"2007":193,"2008":194,"2009":195,"2010":196,"2011":197,"2012":198,"2013":199,"2014":200,"2015":201,"2016":202,"2017":203,"2018":204,"2019":205,"2020":206,"2021":207,"2022":208,"2023":209,"2024":210},{"pages":1989,"volume":1991},{"VOID":1990},"225-241",{"VOID":1992},"41","2022-08-21",2022,[76,100],{"id":1997,"createTime":1998,"updateTime":1999,"relativeEntities":2000,"slug":2001,"properties":2002,"entityType":1014,"verifyStatus":233,"verifyTime":2011,"verifyNote":1015,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":2012,"fullTextUrl":20,"authors":2013,"publicationType":1049,"publisherRelationship":2042,"citationCount":20,"citationInfo":20,"publishDate":2102,"publishYear":2103,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":2104,"openAccess":20,"references":20,"isForceReanalyzing":1113},"00888180-9dfa-4e28-a333-988bb8797efe","2023-12-23T07:39:16.338+00:00","2025-01-27T22:11:22.201+00:00",[],"Sinkhole-subsidence-due-to-mining",{"abstract":2003,"title":2005,"references":2007,"doi":2009},{"EN":2004},"This paper reviews the modes of formation of sinkhole subsidence associated with mining activities, drawing on examples in India. Sinkhole (pot-hole) subsidence is an abrupt local depression at the surface which can be hazardous to life and property due to its tendency to occur without warning. Shallow extraction, weak overburden and geological discontinuities are the main factors which cause them. Sinkholes occur due to the failure of a mine roof which migrates through the overlying strata until the failure zone intercepts the unconsolidated overburden. Alternatively they may occur by the creation of cavities in the overburden following the inflow of sand and soil from the overlying weathered and friable strata through faults. Overburden cavities eventually cave in and sinkholes appear at the surface. Sinkholing phenomena can be controlled to some extent by proper design of mining supports and construction of walls to create a barrier around an area prone to sinkholes in bord and pillar workings. Backfilling and grouting can be used to stabilize abandoned underground workings.",{"EN":2006},"Sinkhole subsidence due to mining",{"VOID":2008},"Anon. (1987) Geomechanical Classification of Coal Measures Roof Rocks vis-a-vis Roof Supports, Published Report, Central Mining Research Institute, Dhanbad.\nAnon. (1994) The Stability of Quarters due to Old Abandoned Workings of Nageswar Satgram Unit of Mithapur Colliery in Satgram of Eastern Coalfields Limited, Unpublished Project Report, Central Mining Research Institute, Dhanbad.\nBerg, W.R. (1980) Subsidence due to Underground Mining in the Hanna Coalfield, Unpublished Master's Thesis, University of Wyoming, Laramie, WY.\nBrown, A. (1986) Land Use Recommendation to Minimize Subsidence Risk in Superior, Wyoming, Report 1072\u002F06 to Wyoming Department of Environmental Quality, Midwest Mining Company, Littleton, CO.\nBruhn, R.W., Magnuson, M.O. and Gray, R.E. (1978) Subsidence over the Mined out Coal, ASCE Preprint 3293, American Society of Civil Engineers Spring Convention, Pittsburgh, pp. 26-55.\nColaizzi, G.J. (1986) Private communication, Goodson and Associates, Inc., Denver, CO.\nDunrud, C.R. and Osterwald, F.W. (1980) Effects of Coal Mine Subsidence in the Sheridan, Wyoming Area, US Geological Survey Professional Paper 1164.\nEsaki, T., Kimura, T. and Shikata, K. (1989) Subsidence and environmental impacts in Japanese coal mining, Proceedings of the 30th US Symposium on Rock Mechanics as a Guide for Efficient Utilization of Natural Resources, 19–22 June, West Virginia University, pp. 511-18.\nGormley, J.T. (1986) Status and Report of Investigation, Glen Rock Subsidence Control Project 8A, Gormley Consultants Inc., Englewood Cliffs, NJ.\nGray, R.W. et al. (1978) Study and Analysis of Surface Subsidence over the Mined Pittsburgh Coal Bed, Bureau of Mines Open File Report, OFR 25-78.\nHunt, S.R. (1980) Surface Subsidence due to Coal Mining in Illinois, PhD Thesis, University of Illinois at Urbana-Champaign, IL.\nKarfakis, M.G. (1987) Mechanism of chimney subsidence over abandoned coal mines, Proceedings of the 6th International Conference on Ground Control in Mining, 9–11 June, Morgantown, WV, pp. 195-203.\nKarfakis, M. G. (1993) Residual subsidence over abandoned coal mines, in Comprehensive rock engineering, Vol. 5, Surface and underground project case histories, Pergamon Press, Oxford, pp. 451-76.\nMatheson, G.M. and Pearson, M.L. (1985) Chimney Subsidence Development in the Colorado Springs Coalfield, Colorado, SME-AIME Fall Meeting, Albuquerque, New Mexico, October 16–18, Preprint No. 85-329.\nMatheson, G.M. and Eckert-Clift, A.D. (1986) Characteristics of chimney subsidence and sink hole development from abandoned underground coal mines along the Colorado Front Range, Proceedings of the 2nd Workshop on Surface Subsidence due to Underground Mining, West Virginia University, Morgantown, WV, pp. 204-214.\nPiggott, R.J. and Eynon, P. (1977) Ground movements arising from the presence of shallow abandoned mine workings, in Proceedings of the Conference on Large Ground Movements and Structures, UWIST, Cardiff, Geddes, J.D. (ed.) Pentech Press pp. 749-80.\nSingh, K.B. and Dhar, B.B. (1996) Causes and remedial measures of pot-hole subsidence, Minetech, 17, 42-5.\nSingh, T.N. (1986) Coal mining under river beds, Workshop on Protection of Surface Features and Structures in Mining Areas, 24–29 November, CMRI, Dhanbad.\nStatham, I. and Treharne, G. (1991) Subsidence due to abandoned mining in the South Wales Coalfield, UK: Causes and Mechanisms and Environmental Risk Assessment, Proceedings of the 4th International Symposium on Land Subsidence, IAHS Publication No. 200, pp. 143-52.\nWhittaker, B.N. (1985) Surface subsidence aspects of room and pillar mining, Mining Department Magazine, University of Nottingham, 37, 59-67.\nWhittaker, B.N. and Reddish, D.J. (1989) Subsidence: occurrence, prediction and control, Elsevier Science Publishers, Barking.\nWildanger, E.D. et al. (1980) Sink-hole type subsidence over abandoned coal mines in St David, Illinois, Abandoned Mined Lands Reclamation Council, Springfield, Illinois.",{"VOID":2010},"10.1023\u002FA:1018471911108","2025-01-27T22:11:22.200+00:00","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1023\u002FA:1018471911108",[2014,2029],{"id":2015,"sortIndex":21,"researcher":20,"roles":2016,"affiliations":2017,"properties":2026},"46c72305-fb13-4e9b-963b-d6f5371fd7fa",[1021],[2018],{"id":2019,"sortIndex":21,"affiliation":2020,"properties":20},"5a482c11-e665-4e05-926d-e0d1c29e4e10",{"id":2019,"createTime":20,"updateTime":20,"relativeEntities":2021,"slug":20,"properties":2022,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2025,"statistic":20},[],{"title":2023},{"VI":2024},"Central Mining Research Institute, Bihar, India",[],{"title":2027},{"VI":2028},"Kalendra B. Singh",{"id":2030,"sortIndex":245,"researcher":20,"roles":2031,"affiliations":2032,"properties":2039},"85fa08fc-5e04-4f88-9831-a870d135d378",[1021],[2033],{"id":2019,"sortIndex":21,"affiliation":2034,"properties":20},{"id":2019,"createTime":20,"updateTime":20,"relativeEntities":2035,"slug":20,"properties":2036,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2038,"statistic":20},[],{"title":2037},{"VI":2024},[],{"title":2040},{"VI":2041},"Bharat B. Dhar",{"url":2012,"publisher":2043,"properties":2097},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":2044,"slug":10,"properties":2045,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":2049,"manageAffiliations":2066,"indexDatabases":2077,"url":20,"thumbnailPath":20,"statistic":2092,"gsStatistic":20,"type":20,"analyzePriority":20},[],{"issn":2046,"title":2047,"eissn":2048},{"VOID":13},{"EN":15},{"VOID":17},[2050,2054,2058,2062],{"id":24,"createTime":20,"updateTime":20,"relativeEntities":2051,"label":2052,"description":2053,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":27},{},{"id":30,"createTime":20,"updateTime":20,"relativeEntities":2055,"label":2056,"description":2057,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":33},{},{"id":36,"createTime":20,"updateTime":20,"relativeEntities":2059,"label":2060,"description":2061,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":39},{},{"id":42,"createTime":20,"updateTime":20,"relativeEntities":2063,"label":2064,"description":2065,"parentId":20,"standard":20,"scholarHubFieldId":20},[],{"EN":45},{},[2067,2072],{"id":49,"createTime":20,"updateTime":20,"relativeEntities":2068,"slug":20,"properties":2069,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2071,"statistic":20},[],{"title":2070},{"EN":53},[],{"id":56,"createTime":20,"updateTime":20,"relativeEntities":2073,"slug":20,"properties":2074,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":2076,"statistic":20},[],{"title":2075},{"EN":60},[62],[2078,2085],{"id":65,"indexDatabase":2079,"url":78,"indexYears":20,"academicFieldIds":2084,"indexDatabaseRanking":20},{"id":67,"createTime":20,"updateTime":20,"relativeEntities":2080,"label":2081,"description":2082,"key":74,"publicationTags":2083,"standard":20},[],{"EN":70,"VI":70},{"EN":72,"VI":73},[76,77],[80],{"id":82,"indexDatabase":2086,"url":93,"indexYears":94,"academicFieldIds":2091,"indexDatabaseRanking":100},{"id":84,"createTime":20,"updateTime":20,"relativeEntities":2087,"label":2088,"description":2089,"key":90,"publicationTags":2090,"standard":20},[],{"EN":87,"VI":87},{"EN":87,"VI":89},[92],[96,97,98,99],{"impactFactor":21,"impactFactorByYear":2093,"i10Index":112,"i10IndexLast5Year":113,"totalPublication":114,"totalPublicationByYear":2094,"totalCitation":148,"totalCitationByYear":2095,"totalCitationPerPublication":175,"totalCitationPerPublicationByYear":2096,"hindexLast5Year":132,"hindex":132},{"2012":103,"2013":104,"2014":105,"2015":104,"2016":105,"2017":106,"2018":107,"2019":108,"2020":106,"2021":109,"2022":110,"2023":111},{"1983":116,"1984":117,"1985":118,"1986":119,"1987":120,"1988":117,"1989":117,"1990":118,"1991":121,"1992":118,"1993":118,"1994":122,"1995":122,"1996":123,"1997":124,"1998":125,"1999":118,"2000":119,"2001":117,"2002":126,"2003":126,"2004":127,"2005":128,"2006":129,"2007":130,"2008":131,"2009":132,"2010":133,"2011":134,"2012":135,"2013":136,"2014":137,"2015":138,"2016":139,"2017":140,"2018":141,"2019":142,"2020":143,"2021":144,"2022":145,"2023":146,"2024":147},{"1983":150,"1984":116,"1985":151,"1986":134,"1987":152,"1988":126,"1989":122,"1990":153,"1991":154,"1993":154,"1994":155,"1995":121,"1996":156,"1997":121,"2004":157,"2005":158,"2006":159,"2007":160,"2008":161,"2009":136,"2010":162,"2011":163,"2012":164,"2013":165,"2014":166,"2015":157,"2016":167,"2017":168,"2018":169,"2019":170,"2020":171,"2021":172,"2022":173,"2023":131,"2024":174},{"1983":177,"1984":178,"1985":103,"1986":179,"1987":180,"1988":181,"1989":182,"1990":183,"1991":184,"1993":185,"1994":186,"1995":187,"1996":188,"1997":189,"2004":190,"2005":191,"2006":192,"2007":193,"2008":194,"2009":195,"2010":196,"2011":197,"2012":198,"2013":199,"2014":200,"2015":201,"2016":202,"2017":203,"2018":204,"2019":205,"2020":206,"2021":207,"2022":208,"2023":209,"2024":210},{"pages":2098,"volume":2100},{"VOID":2099},"327-341",{"VOID":2101},"15","1997-12-01",1997,[76,100],{"id":2106,"createTime":2107,"updateTime":2108,"relativeEntities":2109,"slug":2110,"properties":2111,"entityType":1014,"verifyStatus":233,"verifyTime":2108,"verifyNote":1015,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":2120,"fullTextUrl":20,"authors":2121,"publicationType":1049,"publisherRelationship":2137,"citationCount":20,"citationInfo":20,"publishDate":2197,"publishYear":2198,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":2199,"openAccess":20,"references":20,"isForceReanalyzing":1113},"0094583b-40fa-4f58-a247-eec897470071","2023-12-28T11:38:53.119+00:00","2025-01-26T03:23:59.929+00:00",[],"Seismic-wave-attenuation-during-the-19-September-1985-Michoacan-Mexico-earthquake",{"abstract":2112,"title":2114,"references":2116,"doi":2118},{"EN":2113},"The severity of damage to Mexico City as a result of the 19 September 1985 Michoacan earthquake was unusual given the City's distance (350 km) from the zone of seismic energy release. To explain the damage many authors have suggested that unusual source or transmission path characteristics contributed to enhanced ground motion in Mexico City. The purpose of this paper is to present a summary of results obtained from data recorded during the earthquake related to possible anomalous transmission path characteristics. It is concluded that in every respect this earthquake conformed to the norms set by previous subduction zone earthquakes within the Middle American trench. It appears likely that conditions within the Valley of Mexico are adequate to explain the unusually severe ground shaking without invoking unusual source or transmission characteristics.",{"EN":2115},"Seismic wave attenuation during the 19 September 1985 Michoacan, Mexico earthquake",{"VOID":2117},"Anderson, J.G., Bodin, P., Brune, J.N., Prince, J., Singh, S.K., Quaas, R. and Onate, M. (1986) Strong ground motion from the Michoacan, Mexico earthquakes.Science,233, 1043–1049.\nBravo, M.A., Sanchez-Sesma, F.J. and Chavez-Garcia, F.J. (1988) Ground motion on stratified alluvial deposits for incident SH waves.Bulletin of Seismological Society of America,78 2, 436–450.\nCampbell, K.W. (1981) Near source attenuation of peak horizontal acceleration.Bulletin of the Seismological Society of America,71 6, 2039–2070.\nGlass, C.E. (1988) A focus on the September 1985 Michoacan earthquakes.International Journal of Mining and Geological Engineering,00, 00–00.\nHouston, H. and Kanamori, H. (1986) Source characteristics of the 1985 Michoacan earthquake at periods of 1 to 30 seconds.Geophysics Research Letters,13 6, 597–600.\nJoyner, W.B. and Boore, D.M. (1981) Peak horizontal acceleration and velocity from strong-motion records including records from the 1979 Imperial Valley, California earthquake.Bulletin of the Seismological Society of America,71 6, 2011, 2038.\nMilne, W.G. and Davenport, A.G. (1969) Distribution of earthquake risk in Canada.Bulletin of the Seismological Society of America,59 2, 729–754.\nSingh, S.K., Mena, E. and Castro, R. 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