Effects of freeze-thaw cycle on engineering properties of loess used as road fills in seasonally frozen ground regions, North China

Journal of Mountain Science - Tập 14 Số 2 - Trang 356-368 - 2017
Guoyu Li1, Wei Ma1, Yanhu Mu1, Fei Wang1, Shanzhi Fan1, Ya-hu Wu1
1State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou, China

Tóm tắt

Từ khóa


Tài liệu tham khảo

Benson CH, Othman MA (1993) Hydraulic conductivity of compacted clay frozen and thawed in situ. ASCE Journal of Geotechnical Engineering 119(2): 276–294. DOI: 10.1061/(ASCE)0733-9410(1993)119:2(276)

Bing H, He P (2001) Experimental investigations on the influence of cyclical freezing and thawing on physical and mechanical properties of saline soil. Environmental Earth Sciences 64(2): 431–436. DOI: 10.1007/s12665-010-0858-y

Boynton SS, Daniel DE (1985) Hydraulic conductivity tests on compacted clay. ASCE Journal of Geotechnical Engineering 111(4): 465–478. DOI: 10.1061/(ASCE)0733-9410(1985)111:4(465)

Chamberlain EJ, Gow AJ (1979) Effect of freezing and thawing on the permeability and structure of soils. Engineering Geology 13(1–4): 73–92. DOI:10.1016/0013-7952(79)90022-X

Chang D, Liu JK (2013) Review of the influence of freeze-thaw cycles on the physical and mechanical properties of soil. Sciences in Cold and Arid Regions 5(4): 457–460. DOI: 10.3724/SP.J.1226.2013.00457

Delage P, Cui YJ, Antoine P (2005) Geotechnical problems related with loess deposits in Northern France. In: Bilsel H and Nalbantoglu Z (eds.), Proceedings of international conference on problematic soils. Famagusta, pp 517–540.

Derbyshire E, Meng X, Wang J, et al. (1995) Collapsible loess on the Loess Plateau of China. In: Derbyshire E, Dijkstra T and Smalley IJ (eds.), Genesis and Properties of Collapsible Soils. Kluwer Academic Publisher. pp 267–293.

Derbyshire E (2001) Geological hazards in loess terrain, with particular reference to the loess regions of China. Earth-Science Review 54(1): 231–60. DOI: 10.1016/S0012-8252(01)00050-2

Eigenbrod KD (1996) Effects of cyclic freezing and thawing on volume changes and permeability of soft fine-grained soils. Canadian Geotechnical Journal 33(4): 529–537. DOI: 10.1139/t96-079-301

Feng L, Zheng Y (1982) Chinese Collapsible Loess. Chinese Railway Publishing House, Beijing, China. pp 268. (In Chinese)

Friedrich H, Liu TS (1982) Magnetostratigraphical dating of loess deposits in China. Nature 300: 431–433. DOI: 10.1038/300431a0

Graham J, Au VCS (1985) Effects of freeze-thaw and softening on a natural clay at low stresses. Canadian Geotechnical Journal 22(1): 69–78. DOI: 10.1139/t85-007

Houston SL, Houston WN, Zapata CE, et al. (2001) Geotechnical engineering practice for collapsible soils. Geotechnical and Geological Engineering 19: 333–355. DOI: 10.1023/A: 1013178226615

Jiang MJ, Li T, Hu HJ, Thornton C (2014) DEM analysis of onedimensional compression and collapse behavior of unsaturated structural loess. Computers and Geotechnics 60: 47–60. DOI: 10.1016/j.compgeo.2014.04.002

Johnson TC, Cole DM, Chamberlain EJ (1978) Influence of freezing and thawing on the resilient properties of a silt beneath an asphalt concrete pavement. U.S. Cold Regions Research and Engineering Laboratory, CRREL Report. pp 78–23.

Kay BD, Dexter AR (1992) The influence of dispersible clay and wetting/drying cycles on the tensile strength of a red-brown earth. Australian Journal of Soil Research 30(3): 297–310. DOI: 10.1071/SR9920297

Kim WH, Daniel DE (1992) Effects of freezing on hydraulic conductivity of compacted clay. ASCE Journal of Geotechnical Engineering 118(7): 1083–1097. DOI: 10.1061/(ASCE)0733-9410(1992)118:7(1083)

Konrad JM, Morgenstern NR (1980) A mechanistic theory of ice lens formation in fine-grained soils. Canadian Geotechnical Journal 17: 473–486. DOI: 10.1139/t80-056

Lee W, Bohra NC, Altschaeffl AG, White TD (1995) Resilient modulus of cohesive soils and the effect of freeze-thaw. Canadian Geotechnical Journal 32: 559–568. DOI: 10.1139/t95-059

Li GY, Ma W, Wang F, et al. (2015) Processes and mechanisms of multi-collapse of loess roads in seasonally frozen ground regions: A review. Sciences in Cold and Arid Regions 7(4): 456–468. DOI: 10.3724/SP.J.1226. 2015.00456

Liu TS (1985) Loess and the Environment. Science Press, Beijing, China. pp 215.

Ma W, Zhang LH, Yang CS (2015). Discussion of the applicability of the generalized Clausius-Clapeyron equation and the frozen fringe process. Earth-Science Review 142: 47–59. DOI: 10.1016/j.earscirev.2015.01.003

Malusis MA, Yeom S, Evans JC (2011) Hydraulic conductivity of model soil-bentonite backfills subjected to wet-dry cycling. Canadian Geotechnical Journal 48(8): 1198–1211. DOI: 10.1139/t11-028

Mao YC, Li GY, Zhang QL, Mu YH (2014) Research on the moisture and temperature variation of loess roadbed in seasonally frozen ground regions. Journal of Glaciology and Geocryology 36(4): 1011–1016. (In Chinese)

Ministry of Construction of the People’s Republic of China (MCPRC) (2004) Code for building construction in collapsible loess regions, GB 50025-2004. Architecture and Building Press, Beijing, China. (In Chinese)

Ministry of Transport of the People’s Republic of China (MTPRC) (2004) Specifications for design of highway subgrades, JTG D30-2004. China Communications Press, Beijing, China. (In Chinese)

MTPRC (2006) Technical specification for construction of highway subgrade, JTG F10-2006. China Communications Press, Beijing, China. (In Chinese)

Ministry of Water Resources of the People’s Republic of China (MWRPRC) (1999) Specification of Soil Test (SL 237-1999), Waterpower Press, Beijing, China. (In Chinese)

Mu YH, Ma W, Li GY, Mao YC (2011) Quantitative analysis of impacts of freeze-thaw cycles upon microstructure of compacted loess. Chinese Journal of Geotechnical Engineering 33(12): 1919–1925. (In Chinese)

Qi JL, Ma W (2006) Influence of freezing-thawing on strength of overconsolidated soils. Chinese Journal of Geotechnical Engineering 28(12): 2082–2086. (In Chinese)

Qi JL, Vermeer PA, Cheng GD (2006) A review of the influence of freeze-thaw cycles on soil geotechnical properties. Permafrost and Periglacial Process 17: 245–252. DOI: 10.1002/ppp.559

Sha AM, Chen KS (2006) Relationship between collapsibility and microstructure of compacted loess. Journal of Chang’an University (Natural Science Edition) 26(4): 1–4. (In Chinese)

Sillanpaa M, Webber WR (1961) The effect of freezing-thawing and wetting-drying cycles on soil aggregation. Canadian Journal of Soil Science 41(2): 182–187. DOI: 10.4141/cjss61-024

Simonsen E, Janoo V, Isacsson U (2002) Resilient Properties of Unbound Road Materials during Seasonal Frost Conditions. Journal of Cold Regions Engineering 16(1): 28–50. DOI: 10.1061/(ASCE)0887-381X(2002)16:1(28)

Viklander P (1998) Permeability and volume changes in till due to cyclic freeze-thaw. Canadian Geotechnical Journal 35(3): 471–477. DOI: 10.1139/t98-015

Viklander P, Eigenbrod D (2000) Stone movements and permeability changes in till caused by freezing and thawing. Cold Regions Science and Technology 31(2): 151–162. DOI: 10.1016/S0165-232X(00)00009-4

Wang LM, Ma W, Cheng ZH, et al. (2006) On research and its prospect of key problems in special soil engineering. In: Proceedings of the 2nd China National Geoengineering Conference, Science Press, Wuhan, China.

Wang DY, Ma W, Niu YH, et al. (2007) Effect of cyclic freezing and thawing on mechanical properties of Qinghai-Tibet clay. Cold Regions Science and Technology 48: 34–43. DOI: 10.1016/j.coldregions.2006.09.008

Wang TL, Wang Y, Liu JK (2014) Mechanical properties of limemodified soil under repeated freezing and thawing. Journal of the China Railway Society 36(2): 109–105. (In Chinese)

Williams PJ (1966) Pore pressures at a penetrating frost line and their prediction. Geotechnique 16: 187–208. DOI: 10.1680/ geot.1966.16.3.187

Wu SS, Wu JM, Dai JL (1997) Study on wetting-collapse of compacted loess. Journal of Xi’an Highway Univeristy 17(3): 1–3. (In Chinese)

Xu L, Dai FC, Tham LG, et al. (2011) Field testing of irrigation effects on the stability of a cliff edge in loess, North-west China. Engineering Geology 120(1): 10–17. DOI: 10.1016/j.enggeo.2011.03.007

Yong RN, Boonsinsuk P, Yin CWP (1985) Alteration of soil behavior after cyclic freezing and thawing. Ground Freezing, 85.A.A.Balkema, Rotterdam 1: 187–195.

Zhang LM, Yu XM, Hu T (1998) Optimization of compaction zoning in loess embankments. Canadian Geotechnical Journal 35: 611–621. DOI: 10.1139/t98-035

Zhang FY, Wang GH, Kamai T (2013) Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution. Engineering Geology 155: 69–79. DOI: 10.1016/j.enggeo.2012.12.018

Zhang Y, Bing H, Yang CS (2015) Influences of freeze-thaw cycles on mechanical properties of silty clay based on SEM and MIP test. Chinese Journal of Rock Mechanics and Engineering 34(S1): 3597–3603. (In Chinese)

Zheng Y, Ma W, Mu YH, Bing H (2015) Analysis of soil structures and the mechanisms under action of freezing and thawing cycles. In: Proceeding of Sixteenth International Conference on Cold Regions Engineering, ASCE, Salt Lake City, Utah. DOI: 10.1061/9780784479315.003

Zimmie TF, LaPlante C (1990) The effect of freeze-thaw cycles on the permeability of a fine-grained soil. In: Proceedings of the 22nd Mid-Atlantic Industrial Waste Conference. Drexel University, Pennsylvania. pp 580–593.