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Hydration reaction was rapidly carried under the condition of the heat-pressing. Therefore cement hydrates AFt, CSH (I) and aluminium hydroxide gel fill in pores. The expansibility of AFt makes the porosity of MDF cement lower (less than 1 percent) and the size of pore smaller (80 percent pore was less than 250Å), and enhances its strength.",{"EN":175,"VI":176},"The pore structure and hydration performance of sulphoaluminate MDF cement","Cấu trúc lỗ rỗng và đặc tính hydrat hóa của xi măng MDF sulphoaluminate",{"VOID":178},"W Sinclair and G W Groves. The Microstructure of High Strength Cement Pastes.Mat. Res. Symp, Proc., 1985, 42:31–37\nHuang Congyun.The Studies of Advanced SAC-MDF Cement and Its Coupling Stabilizing Toughening Mechanism. [Doctor's academic dissertation], Wuhan: Wuhan University of Technology, 2000\nN MCN Alford and J D Birchall. The Properties and Potential Applications of Macro-defect-free Cement.Mat. Res. 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Fe-Si alloys with different nominal compositions ranging from Fe-10wt% Si to Fe-50wt% Si were fabricated through a reactive synthesis of Fe and Si elemental powder mixtures. The effects of Si contents on the pore structure of porous Fe-Si alloy were investigated in detail. The results showed that the open porosity, gas permeability and maximum pore size of the porous Fe-Si alloys increased with increasing Si contents, indicating that the porosity and pore size can be tailored by changing the Si contents. The pore structure parameter including the open porosity, gas permeability, maximum pore size obeyed the Hagen-Poiseuille formula with the constant G=0.035 m-1Pa-1s-1 for the reactively synthesized porous Fe-Si alloys. The mechanical property of the porous Fe-Si alloys showed applicability in the filtration industries.",{"EN":294},"Preparation and characterization of novel porous Fe-Si alloys",{"VOID":296},"[\"15834599298341835336\"]",{"VOID":298},"Chen JF, Song JR, Wen LX, et al. Preparation and Characterization of Agglomerated Porous Hollow Silica Supports for Olefin Polymerization Catalyst[J]. Journal of Non-Crystalline Solids, 2007, 353 (11): 1030–1036\nIto W, Nagai T, Sakon T, Oxygen Separation from Compressed Air Using a Mixed Conducting Perovskite-type Oxide Membrane[J]. Solid State Ionics, 2007, 178 (11): 809–816\nMukhopadhyay SM, Pulikollu RV, Roy A. Surface Modification of a Microcellular Porous Solid: Carbon Foam[J]. Applied surface science, 2004, 225 (1): 223–228\nUnger RE, Sartoris A, Peters K, et al. Tissue-like Self-assembly in Cocultures of Endothelial Cells and Osteoblasts and the Formation of Microcapillary-like Structures on Three-dimensional Porous Biomaterials[J]. Biomaterials, 2007, 28 (27): 3965–3976\nChoi JH, Ahn IS, Bak YC, et al. Preparation of High Porous Metal Filter Element for the Fail-safety Function[J]. Powder Technology, 2004, 140 (1): 98–105\nBirkholz U, Schelm J, Mechanism of Electrical Conduction in ß-FeSi2 [J]. Physica Status Solidi (B), 1968, 27 (1): 413–425\nKojima T. Semiconducting and Thermoelectric Properties of Sintered Iron Disilicide[J]. Physica Status Solidi (A), 1989, 111 (1): 233–242\nOmurtag Y, Doruk M. Some Investigations on the Corrosion Characteristics of Fe-Si Alloys[J]. Corrosion Science, 1970, 10 (4): 225–231\nRolls R, Shahhosseini M. Effect of Creep on the Oxidation Characteristics of Fe-Si Alloys at 973-1073 K[J]. Oxidation of Metals, 1982, 18 (3-4): 115–126\nWestbrook JH, Fleischer RL. Intermetallic Compounds: Principles and Practice[M]. Vol. 3, Progress. Wiley: 2002\nMckmey C, Devan J, Tortorelli P, et al. Commentaries And Reviews[J]. J. Mater. Res., 1991, 6 (8): 1779\nLu FS, Qiao L, Bi Xf. Magnetic and Mechanical Properties of FeSi Alloys with High Si Content[J]. Transactions of Nonferrous Metals Society of China, 2006, 16 (z2): 81–84\nLI Yun-gang, LIANG Jin-long, LI Hui, et al. Character of Fe-Si Transition Gradient Layer Generated on Surface of 6. 5%Si Steel Sheet by Siliconizing[J]. The Chinese Journal of Nonferrous Metals, 2009, 19 (4): 714–717\nMurakami T, Hibi Y, Mano H, et al. INUI H, Friction and Wear Properties of Fe-Si Intermetallic Compounds in Ethyl Alcohol[J]. Intermetallics, 2012, 20 (1): 68–75\nSakamoto I, Honda S, Tanoue H, et al. Structural and Magnetic Properties of Fe\u002FSi and Fe\u002FFeSi Multilayers[J]. Journal of Magnetism and Magnetic Materials, 2005, 290: 78–81\nKatsuki F, Tomida T, Takata A, et al. Development of a Porous FeSi2 Thermoelectric Conversion Element[J]. Materials Transactions-JIM, 2000, 41 (5): 624–627\nFiorillo F. Advances in FeSi Properties and Their Interpretation[J]. Journal of Magnetism and Magnetic Materials, 1996, 157: 428–431\nKerl R, Wolef J, Hehenkamp T. Equilibrium Vacancy Concentrations in FeAl and FeSi Investigated with an Absolute Technique[J]. Intermetallics, 1999, 7 (3): 301–308\nZou YH, Gu HS. The Investigation on Reaction Mechanism of FeSi2 Alloy by Powder Metallurgy Method[J]. Journal of Hubei University, 2010, 32 (4): 410–413\nHernndez A, Calvo J, Tejerina F. Pore size Distributions in Microporous Membranes. A Critical Analysis of the Bubble Point Extended Method [J]. Journal of Membrane Science, 1996, 112 (1): 1–12\nKipp S, Z Llner M, Ott O, et al. Reactivity and Transport in the System Fe-Si[J]. Solid State Ionics, 2004, 172 (1): 407–412\nHuang PY. Powder Metallurgy Principle[M]. Beijing: Metallurgy Industry Press, 1997: 289–290\nJiang Y, He YH, Xu NP, et al. Effects of the Al Content on Pore Structures of Porous Ti-Al Alloys[J]. Intermetallics, 2008, 16 (2): 327–332\nIto S, Takahashi Y, Fujii T. Solid State Reactions in Fe-Si System under HIPping Pressure[J]. Solid State Ionics, 2001, 141: 433–438\nBiswas S, Winoto H. Prediction of Pressure Drop in Non-woven Filter Media Using a Hgen-Poiseuille Model[J]. Tribology Transactions, 2000, 43(2): 251–256\nXu GB, Wang FM. Prediction of the Permeability of Woven Fabrics[J]. 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Lett., 2003, 83: 1 983–1 985",{"doi":742},"10.1063\u002F1.1606876",{"id":20,"text":744,"url":20,"identifiers":745},"G Yang, D Y Guan, W T Wang, et al. The Inherent Optical Nonlinearities of Thin Silver Films[J]. Opt. Mater., 2004, 25: 439–443",{"doi":746},"10.1016\u002Fj.optmat.2003.11.002",{"id":20,"text":748,"url":20,"identifiers":749},"W T Wang, G Yang, Z H Chen, et al. Iron Nanopariticles in Amorphous BaTiO3 Thin Films with Large Third-Order Optical Nonlinearity[J]. J. Appl. Phys., 2002, 92: 7 242–7 245",{"doi":750},"10.1063\u002F1.1524709",{"id":20,"text":752,"url":20,"identifiers":753},"G Yang, W T Wang, Y L Zhou, et al. Linear and Nonlinear Optical Properties of Ag Nanocluster\u002FBaTiO3 Composite Films[J]. Appl. Phys. Lett., 2002, 81: 3 969–3 971",{"doi":754},"10.1063\u002F1.1522832",{"id":20,"text":756,"url":20,"identifiers":757},"W T Wang, G Yang, W D Wu, et al. Effects of the Morphology and Nanostructure on the Optical Nonlinearities of Au: BaTiO3 Nanocomposite Films[J]. J. Appl. Phys., 2003, 94: 6 837–6 840",{"doi":758},"10.1063\u002F1.1625082",{"id":20,"text":760,"url":20,"identifiers":761},"K D Yuen, M F Law, K W Yu, et al. Enhancement of Optical Nonlinearity through Anisotropic Microstructures[J]. Opt. Commn., 1998, 148: 197–207",{"doi":762},"10.1016\u002FS0030-4018(97)00665-2",{"id":20,"text":764,"url":20,"identifiers":765},"W J Wen, N Wang, H R Ma, et al. Field Induced Structural Transition in Mesocrystallites[J]. Phys. Rev. Lett., 1999, 82:4 248–4 251",{"doi":766},"10.1103\u002FPhysRevLett.82.4248",{"id":20,"text":768,"url":20,"identifiers":769},"W D Wu, F Wang, F F Ge, et al. Optical Properities of Co-BaTiO3\u002FMgO(100) Nano-Composite Films Grown by Pulsed Laser Deposition Method[J]. Chin Phys. Lett., 2008, 25: 1 465–1 468",{"doi":770},"10.1088\u002F0256-307X\u002F25\u002F4\u002F081",{"id":20,"text":772,"url":20,"identifiers":773},"W D Wu, Y J He, F Wang, et al. Preparation and Characterization of Co-BaTiO3 Nano-Composite Films by the Pulsed Laser Deposition[J]. J. Cryst. Growth, 2006, 289: 408–413",{"doi":774},"10.1016\u002Fj.jcrysgro.2005.11.041",{"id":20,"text":776,"url":20,"identifiers":777},"Ge F F, Bai L, Wu W D, et al. The Controllable Growth of Co-BaTiO3 Nanocomposite Epitaxial Film by Laser Molecular Beam Epitaxy[J]. J. Cryst. Growth, 2010, 312: 2 489–2 493",{"doi":778},"10.1016\u002Fj.jcrysgro.2010.05.031",{"id":20,"text":780,"url":20,"identifiers":781},"F F Ge, X M Wang, L H Cao, et al. Self-Organized Ni Nanocrystal Embedded in BaTiO3 Expitaxial Film[J]. Nanoscale Res. Lett., 2010, 5: 834–838",{"doi":782},"10.1007\u002Fs11671-010-9570-9",{"id":20,"text":784,"url":20,"identifiers":785},"H B Liao, J S Fu, R F Xiao, et al. Large Third-Order Nonlinearity in Au:SiO2 Composite Films Near Percolation Threshold[J]. Appl. Phys. Lett., 1997, 70(1): 1–3",{"doi":786},"10.1063\u002F1.119291",{"id":20,"text":788,"url":20,"identifiers":789},"K L Kelly, E Coronado, L L Zhao, et al. The Optical Properties of Metal Nanopartices: The Influence of Size, Shape, and Dielectric Environment[J]. J. Phys. Chem. B, 2003, 107(3): 668–677",{"doi":790},"10.1021\u002Fjp026731y",{"id":20,"text":792,"url":20,"identifiers":793},"R F Egerton. Electron Energy Loss Spectroscopy[M]. New York: Plenum Press, 1996",{"doi":794},"10.1007\u002F978-1-4757-5099-7",{"id":20,"text":796,"url":20,"identifiers":797},"J F Lin, J P Bird, L Rotkina, et al. Classical and Quantum Transport in Focused-Ion-Beam-Deposited Pt Nanointerconnects [J].Phys. Lett., 2003, 82: 802–804",{},{"id":20,"text":799,"url":20,"identifiers":800},"R D Leapman, L A Grunes, and P L Fejes. Study of the L23 Edges in the 3 d Transition-Metals and Their Oxides by Electron-Energy-Loss Spectroscopy with Comparisons to Theory[J]. Phys. Rev. B, 1982, 26(2): 614–635",{"doi":801},"10.1103\u002FPhysRevB.26.614",{"id":20,"text":803,"url":20,"identifiers":804},"D Tanawadee, G Y Yang, A R Clive, et al. Chemical Solution-Deposited BaTiO3 Thin Films on Ni Foils: Microstructure and Interfaces[J]. J. Am. Ceram. Soc., 2008, 91(6):1 845–1 850",{"doi":805},"10.1111\u002Fj.1551-2916.2008.02407.x",{"id":20,"text":807,"url":20,"identifiers":808},"J Tanc, R Grigorovici, A Vancu. Optical Properties and Electronic Structure of Amorphous Germanium[J]. Phys. Status Solidi, 1996, 15: 627–637",{},{"id":20,"text":810,"url":20,"identifiers":811},"L X Ye. Semiconductor Physics[M]. 2nd Ed. Beijing: Higher Education Press, 2007",{},{"id":813,"createTime":814,"updateTime":815,"relativeEntities":816,"slug":817,"properties":818,"entityType":181,"verifyStatus":182,"verifyTime":829,"verifyNote":184,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":830,"fullTextUrl":20,"authors":831,"publicationType":231,"publisherRelationship":873,"citationCount":921,"citationInfo":922,"publishDate":925,"publishYear":923,"citationAnalyzeStatus":707,"lastCitationAnalyze":815,"indexDatabases":926,"openAccess":20,"references":20,"isForceReanalyzing":283},"7fadcb28-ed33-449e-8157-a223689f56f7","2024-02-12T17:18:30.941+00:00","2026-07-26T22:55:04.215+00:00",[],"Material-properties-and-tensile-behaviors-of-polypropylene-geogrid-and-geonet-for-reinforcement-of-soil-structures",{"abstract":819,"title":821,"gsPaper":823,"references":825,"doi":827},{"EN":820},"The properties and tensile behaviors of polypropylene (PP) geogrids and geonets for reinforcement of soil structures are investigated. Mass per unit area of the geogrids and geonets was weighed using an electronic balance and aperture sizes of the geonets were exactly measured using a computer. Laboratory tests were performed using a small tensile machine capable of monitoring tensile force and displacement. Tensile failure behaviors were described, and tensile index properties such as tensile strength, maximum tensile strain, tensile forces corresponding to different strains in the geogrids and gronets were obtained. The characterization of these indexes is discussed.",{"EN":822},"Material properties and tensile behaviors of polypropylene geogrid and geonet for reinforcement of soil structures",{"VOID":824},"[\"9752213684553114610\"]",{"VOID":826},"Lu S Q, Wang Z, Liu Z D.Geosynthetics Application Principle. Beijing: Hydraulic and Electric Power Press, 1993\nHass R D. Structural Behavior of Tensar Reinforced Pavements and Some Field Applications.Polymer Grid Reinforcement, 1985: 166–170\nLing H I, Liu Z. Performance of Geosynthetic-reinforced Asphalt Pavements.Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(2): 177–184\nLing H I, Mohri Y, Kawabata T. 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CS2 is insoluble in water and could form metastable oil droplets in the water at a moderate temperature. The oil droplets formed chains in the circumvolving water. CdS crystals grew and mineralized on the surfaces of the CS2 droplet chains, forming CdS shells around the unreacted CS2 cores. After the surrounding temperature was raised above the boiling point of CS2, the unreacted CS2 cores vaporized, leaving the CdS shelled hollow structures. The CdS hollow structures were characterized by using a transmission electron microscope, an X-ray diffractometer, a UV-Visible spectrophotometer and a fluorescence spectrophotometer. The CdS hollow structures were mainly tubes with closed ends. The exterior diameter and the interior diameter of tubes were about 50 nm and about 15 nm, respectively. Compared with the absorption onset wavelength of the bulk CdS, the CdS hollow structures exhibited a blue shift of about 57 nm. While excited at 213 nm, the CdS hollow structures emitted greenish blue light centered at 470 nm.",{"EN":937},"Formation and characterization of CdS hollow structures",{"VOID":939},"[\"5544121977527880620\"]",{"VOID":941},"10.1007\u002Fs11595-007-3425-y","2024-04-30T07:14:50.949+00:00","http:\u002F\u002Flink.springer.com\u002F10.1007\u002Fs11595-007-3425-y",[945,960,973,986],{"id":946,"sortIndex":21,"researcher":20,"roles":947,"affiliations":948,"properties":957,"displayName":959,"givenName":20,"familyName":20},"30c78728-5385-49a0-9607-faba38fe4527",[192],[949],{"id":950,"sortIndex":21,"affiliation":951,"properties":20},"b292c571-c687-4df3-a202-2ddf008bf952",{"id":950,"createTime":20,"updateTime":20,"relativeEntities":952,"slug":20,"properties":953,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":956,"statistic":20},[],{"title":954},{"VI":955},"Key Laboratory of Fiber Optic Sensing Technology 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Quasi-nanowires from Fluorescent Semiconductor Nanocrystals on the Surface of Oriented DNA Molecules[J]. Opt. Spectrosc., 2006, 100:854–861",{"doi":1058},{"id":1054,"text":1072,"url":1056,"identifiers":1073},"Y W Lin, W L Tseng, H T Chang. Using a Layer-by-Layer Assembly Technique to Fabricate Multicolored-Light-Emitting Films of CdSe@CdS and CdTe Quantum Dots[J]. Adv. Mater., 2006, 18:1 381–1 386",{"doi":1058},{"id":1054,"text":1075,"url":1056,"identifiers":1076},"B Ronit, C Hagai, M Edith, et al. (Pb1−x Cdx)S Nanoparticles Embedded in a Conjugated Organic Matrix, as Studied by Photoluminescence and Light-Induced X-ray Photoelectron Spectroscopy[J]. Adv. Funct. Mater., 2002, 12: 713–718",{"doi":1058},{"id":1054,"text":1078,"url":1056,"identifiers":1079},"T Gao, Q H Li, T H Wang. Sonochemical Synthesis, Optical Properties, and Electrical Properties of Core\u002FShell-Type ZnO Nanorod\u002FCdS Nanoparticle Composites [J]. Chem. Mater., 2005, 17:887–892",{"doi":1058},{"id":20,"text":1081,"url":20,"identifiers":1082},"W Z Wang, I Germanenko, M Samy. Room-Temperature Synthesis and Characterization of Nanocrystalline CdS, ZnS, and CdxZn1−x S[J]. Chem. Mater., 2002, 14:3 028–3 033",{},{"id":1054,"text":1084,"url":1056,"identifiers":1085},"C C Chen, J J Lin. Controlled Growth of Cubic Cadmium Sulfide Nanoparticles Using Patterned Self-Assembled Monolayers as a Template[J]. Adv. Mater., 2001, 13:136–139",{"doi":1058},{"id":20,"text":1087,"url":20,"identifiers":1088},"R Boca. CRC Handbook of Chemistry and Physics, 45th ed[M]. Chemical Rubber Co. FL, 1964",{},{"id":20,"text":1090,"url":20,"identifiers":1091},"N L Chen. Handbook of Solvents, 2nd ed[M]. Beijing Chemical Industry Press, 1994 (in Chinese)",{},{"id":1054,"text":1093,"url":1056,"identifiers":1094},"A V Dijken, A H Janssen, D Vanmaekelbergh, et al. Size-Selective Photoetching of Nanocrystalline Semiconductor Particles[J]. Chem. 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Lett., 2004, 85:3 241–3 243",{"doi":1058},{"id":1099,"createTime":1100,"updateTime":1101,"relativeEntities":1102,"slug":1103,"properties":1104,"entityType":181,"verifyStatus":182,"verifyTime":1115,"verifyNote":184,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1116,"fullTextUrl":20,"authors":1117,"publicationType":231,"publisherRelationship":1168,"citationCount":1216,"citationInfo":1217,"publishDate":1220,"publishYear":1218,"citationAnalyzeStatus":707,"lastCitationAnalyze":1101,"indexDatabases":1221,"openAccess":20,"references":20,"isForceReanalyzing":283},"c7536eb5-ab85-4177-8165-8b2706105cf4","2024-01-27T16:45:37.278+00:00","2026-07-23T20:27:25.283+00:00",[],"Dynamic-properties-of-concrete-under-severe-environmental-condition",{"abstract":1105,"title":1107,"gsPaper":1109,"references":1111,"doi":1113},{"EN":1106},"Exposure to environmental conditions can significantly influence the mechanical behavior of concrete structures in civil engineering. In this study, the effect of environmental factors, such as moisture and temperature, on the strain-rate sensitivity of concrete mixtures was systematically investigated. The strain rate varied from 10−5s−1 to 10−2s−1. From the investigation it was concluded that moisture content had a significant influence on the strain-rate sensitivity of concrete. With regard to concrete with low moisture content, temperature had little influence on the rate-dependent behavior; while for fully saturated specimens, a significant influence was observed. These phenomena were attributed to the meso-scale bonding properties of the concrete matrix. Equations were derived to characterize the ultimate strength increment of concrete with strain rate under different environmental conditions. An explanation to the dynamic failure mechanisms of concrete based on the experimental findings was proposed.",{"EN":1108},"Dynamic properties of concrete under severe environmental condition",{"VOID":1110},"[\"2098541678940318749\"]",{"VOID":1112},"D Yan, G Lin, Y Zhang, et al. Research on Dynamic Direct Tensile Properties of Concrete under Different Environments[J]. Journal of Dalian University of Technology, 2005, 45(3): 416–421 (in Chinese)\nP H Bischoff, S H Perry. Compressive Behavior of Concrete at High Strain Rates[J]. Materials and Structures, 1991(24): 425–450\nL J Malvar, C Ross. A Review of Strain Rate Effects for Concrete in Tension[J]. ACI Materials Journal, 1998, 95(6): 435–439\nC A Ross, D M Jerome, J W Tedesco, et al. Moisture and Strain Rate Effects on Concrete Strength[J]. ACI Materials Journal, 1996, 93(33): 293–300\nP Rossi, J G M Van Mier. Effect of Loading Rate on The Strength of Concrete Subjected to Uniaxial Tension[J]. Materials and Structures, 1994 (27): 260–264\nP Rossi, J G N Van Mier, C Boulay, et al. The Dynamic Behavior of Concrete: Influence of Free Water[J]. Materials and Structures, 1992 (25): 509–514\nJ Zielinski, H W Reinhardt, H A Körmeling. Experiments on Concrete under Uniaxial Impact Tensile Loading[J]. Materials and Structures, 1981 (14): 103–112\nA Brara, J R Klepaczko. Experimental Characterization of Concrete in Dynamic Tension[J]. Mechanics of Materials, 2006 (38): 253–267\nD Yan., G Lin. Dynamic Properties of Concrete in Direct Tension[J]. Cement and Concrete Research, 2006 (36): 1 371–1 378\nComité Euro-International du Béton. CEB-FIP Model Code[S]. Wiltshire, Redwood Books, 1993\nF H Wittmann. Interaction of Hardened Cement Paste and Water[J]. Journal of the American Ceramic Society, 1972, 56(8): 409–415\nT T C Hsu, F O Slate, G M Sturman, et al. Microcracking of Plain Concrete and the Shape of the Stress-Strain Curve[J]. ACI Materials Journal, 1963, 60(2): 209–224\nH Milashi, T Sasaki and M Izumi. Failure Process of Concrete: Crack Initiation and Propagation[R]. ICM 3, 1979: 97-107\nG Lin, D Yan and Y Yuan. Response of Concrete to Variable Amplitude Cyclic Tension[J]. ACI Materials Journal, 2007, 104(6): 561–566\nC A Ross, J W Tedesco and S T Kuennen. Effects of Strain Rate on Concrete Strength[J]. 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Phys., 1994, 76(2): 832–834",{"id":1456,"createTime":1457,"updateTime":1458,"relativeEntities":1459,"slug":1460,"properties":1461,"entityType":181,"verifyStatus":182,"verifyTime":1472,"verifyNote":184,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1473,"fullTextUrl":20,"authors":1474,"publicationType":231,"publisherRelationship":1542,"citationCount":20,"citationInfo":20,"publishDate":1590,"publishYear":1591,"citationAnalyzeStatus":1592,"lastCitationAnalyze":1593,"indexDatabases":1594,"openAccess":20,"references":20,"isForceReanalyzing":283},"b424e44a-17cb-4d77-815c-99abf4f19cf0","2024-01-08T11:17:40.802+00:00","2026-07-22T17:05:44.515+00:00",[],"Mechanical-Properties-of-Micro-regions-in-Cement-based-Material-based-on-the-PeakForce-QNM-Mode-of-AFM",{"abstract":1462,"title":1464,"gsPaper":1466,"references":1468,"doi":1470},{"EN":1463},"In this paper, the cement paste and the mortar were tested using the PF-QNM technique. It is shown that the PF-QNM technique is very powerful to characterize the mechanical properties of micro- and nanostructures in the cement-based materials. It does not have strict requirements for test environment and it does not damage the surface of the material. High-resolution images can be obtained very easily, and they can be analyzed statistically. The test results show that PF-QNM analysis can test not only the mechanical properties of the cement paste, but also investigate the interfacial regions in the cement-based material, including the variation in the mechanical properties of interface regions and the extension of the interfacial regions. During the test, care must be taken to choose the size of test area; indeed, a test area too small is not representative but too large leads to lack of stability. The recommended side is a square with a length of in the range 10–30 μm.",{"EN":1465},"Mechanical Properties of Micro-regions in Cement-based Material based on the PeakForce QNM Mode of AFM",{"VOID":1467},"[]",{"VOID":1469},"Sanchez F, Sobolev K. Nanotechnology in Concrete-A Review [J]. Constr Build Mater, 2010, 24(11): 2060–2071\nShi T, LI Z, Guo J, et al. Research Progress on CNTs\u002FCNFs-modified Cement-based Composites-AReview[J]. Constr. Build Mater., 2019. 202: 290–307\nShi T, Gao Y, Corr DJ, et al. FTIR study on Early-age Hydration of Carbon Nanotubes-modified Cement-based Materials [J]. Advances in Cement Research, 2018\nShi T, Zheng L, Xu X. Evaluation of Alkali Reactivity of Concrete Aggregates via AC Impedance Spectroscopy[J]. Constr. Build Mater., 2017, 145: 548–54\nBhushan B. Handbook of Micro\u002FNano Tribology[M]. CRC Press, 1998\nPethicai J, Hutchings R, Oliver WC. Hardness Measurement at Penetration Depths as Small as 20 nm[J]. 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Cement and Concrete Research, 2007, 37(1): 1–12\nZhu W, Hughes JJ, Bicanic N, et al. Nanoindentation Mapping of Mechanical Properties of Cement Paste and Natural Rocks [J]. 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A-Struct., 2003, 346: 310–319",{"doi":1832},"10.1016\u002FS0921-5093(02)00520-8",{"id":1834,"createTime":1835,"updateTime":1836,"relativeEntities":1837,"slug":1838,"properties":1839,"entityType":181,"verifyStatus":182,"verifyTime":1850,"verifyNote":184,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1851,"fullTextUrl":20,"authors":1852,"publicationType":231,"publisherRelationship":1900,"citationCount":1947,"citationInfo":1948,"publishDate":1950,"publishYear":446,"citationAnalyzeStatus":707,"lastCitationAnalyze":1836,"indexDatabases":1951,"openAccess":20,"references":20,"isForceReanalyzing":283},"c16434c9-3c44-42db-811e-e1287e721339","2024-01-04T18:54:36.327+00:00","2026-07-20T06:00:40.906+00:00",[],"Fly-ash-based-geopolymers-Effect-of-slag-addition-on-efflorescence",{"abstract":1840,"title":1842,"gsPaper":1844,"references":1846,"doi":1848},{"EN":1841},"Blended fly ash\u002Fblast-furnace slag geopolymers are focused on due to their excellent mechanical and chemical resistant properties. We investigated the effect of slag partial substitution for fly ash on the efflorescence of the resulting geopolymers. The efflorescence of geopolymer binders was inspected and evaluated through leaching tests. The efflorescence deposits on surface of the geopolymer binders were analyzed using XRD and SEM-EDS. The results showed that sodium and calcium cations leached from geopolymer binders reacted with the atmospheric CO2 and formed the crystal deposits, gaylussite and calcite, in the forms of granular and angular crystal particles. The slag addition led to a refinement of the pore structure of fly ash-based geopolymers, but an increment in the concentration of alkali leaching. The crystal deposits gradually developed in the pore volume of the binders, and finally exceeded the capacity of pore volume. The extent of efflorescence on the surface of specimens increased with the slag substitution. The visible efflorescence is therefore a result of available alkalis and pore sizes and volumes. Higher concentration of available alkalis and smaller pores (and volume) will lead to more intensive efflorescence.",{"EN":1843},"Fly ash-based geopolymers: Effect of slag addition on efflorescence",{"VOID":1845},"[\"11196117558408353328\"]",{"VOID":1847},"Davidovits J. Geopolymers[J]. Journal of Thermal Analysis and Calorimetry, 1991, 37: 1633–1656\nDuxson P, Fernández-Jiménez A, Provis JL, et al. van Deventer. Geopolymer Technology: The Current State of the Art[J]. Journal of Materials Science, 2007, 42: 2917–2933\nDavidovit J. Geopolymer Chemistry and Applications[M]. second ed. France: Institut Géopolymére, 2008\nMcLellan BC, Williams RP, Lay J, et al. Costs and Carbon Emissions for Geopolymer Pastes in Comparison to Ordinary Portland Cement[J]. Journal of Cleaner Production, 2001, 19: 1080–1090\nZhang Z, Provis JL, Reid A, et al. Geopolymer Foam Concrete: An Emerging Material for Sustainable Construction[J]. Construction and Building Materials, 2014, 56: 113–127\nDuxson P, Lukey GC, Separovic F, et al. Effect of Alkali Cations on Aluminum Incorporation in Geopolymeric Gels[J]. Industrial and Engineering Chemistry Research, 2005, 44: 832–839\nLloyd RR, Provis JL, van Deventer JSJ. Pore Solution Composition and Alkali Diffusion in Inorganic Polymer Cement[J]. Cement and Concrete Research., 2010, 40: 1386–1392\nŠkvára F, Šmilauer V, Hlavácek P, et al. A Weak Alkali Bond in (N, K)-A-S-H Gels: Evidence from Leaching and Modeling[J]. Ceramicssilikaty., 2012, 56: 374–382\nŠkvára F, Kopecký L, Myšková L, et al. Aluminosilicate Polymersinfluence of Elevated Temperatures, Efflorescence[J]. Ceramicssilikaty, 2009, 53: 195–204\nKani EN, Allahverdi A, Provis JL. Efflorescence Control in Geopolymer Binders Based Natural Pozzolan[J]. Cement and Concrete Composites, 2012, 34: 25–33\nSzklorzová H, Bílek V. Influence of Alkali Ions in the Activator on the Performance of Alkali-activated Mortars[C]. 3rd International Symposium on Non-traditional Cement and Concrete. Brno: Czech Republic, 2008\nDuxson P, Provis JL, Lukey GC, et al. 39K NMR of Free Potassium in Gopolymers[J]. Industrial and Engineering Chemistry Research, 2006, 45: 9208–9210\nPuligilla S, Mondal P. Role of Slag in Microstructural Development and Hardening of Fly ash-slag Geopolymer[J]. Cement and Concrete Research, 2013, 43: 70–80\nProvis JL, Myers RJ, White CE, et al. X-ray Microtomography Shows Pore Structure and Tortuosity in Alkali-activated Binders[J]. Cement and Concrete Research, 2012, 42: 855–864\nYang T, Yao X, Zhang Z, et al. Mechanical Property and Structure of Alkali-activated Fly Ash and Slag Blends[J]. Journal of Sustainable Cement-based Materials, 2012, 1: 167–178\nMa Y, He J, Ye G. The Pore Structure and Permeability of Alkali Activated Fly Ash[J]. Fuel, 2013, 104: 771–780\nYang T, Yao X, Zhang Z. Geopolymer Prepared with High-magnesium Nickel Slag: Characterization of Properties and Microstructure[J]. Construction and Building Materials, 2014, 59: 188–194\nIsmail I, Bernal SA, Provis JL, et al. Modification of Phase Evolution in Alkali-activated Blast Furnace Slag by the Incorporation of Fly Ash[J]. Cement and Concrete Composites, 2014, 45: 125–135\nBernal SA, Provis JL, Walkley B, et al. Gel Nanostructure in Alkaliactivated Binders Based on Slag and Fly Ash, and Effects of Accelerated Carbonation[J]. Cement and Concrete Research, 2013, 53: 127–144",{"VOID":1849},"10.1007\u002Fs11595-016-1430-8","2024-06-23T05:03:36.210+00:00","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs11595-016-1430-8",[1853,1868,1883],{"id":1854,"sortIndex":21,"researcher":20,"roles":1855,"affiliations":1856,"properties":1865,"displayName":1867,"givenName":20,"familyName":20},"52b350f7-c5e7-4a55-9937-72792e0f345b",[192],[1857],{"id":1858,"sortIndex":21,"affiliation":1859,"properties":20},"c4520082-afba-4487-869b-7feaffefe355",{"id":1858,"createTime":20,"updateTime":20,"relativeEntities":1860,"slug":20,"properties":1861,"entityType":20,"verifyStatus":20,"verifyTime":20,"verifyNote":20,"languages":20,"translateLanguages":20,"viewCount":20,"url":20,"parentIds":1864,"statistic":20},[],{"title":1862},{"VI":1863},"Faculty of Materials Science and Engineering, Nanjing Tech University, Nanjing, China",[],{"title":1866},{"VI":1867},"Xiao 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