Properties of Drained Shear Strength of Expansive Soil Considering Low Stresses and Its Influencing Factors
Tóm tắt
Từ khóa
Tài liệu tham khảo
Liu TH (1997) Problems related to expansive soil in engineering constructions. China Architecture and Building, Beijing
Gens A, Alonso EE (1992) A framework for the behaviour of unsaturated expansive clays. Can Geotech J 29(6):1013–1032. https://doi.org/10.1139/t92-120
Fredlund DG, Xing A, Fredlund MD, Barbour SL (1996) The relationship of unsaturated shear strength to the soil-water characteristic curve. Can Geotech J 33(3):440–448. https://doi.org/10.1139/t96-065
Zhang JH, Jiang QP, Zhang YQ, Dai LL, Wu HX (2015) Nondestructive measurement of water content and moisture migration of unsaturated red clays in South China. Adv Mater Sci Eng 1–7. https://doi.org/10.1155/2015/542538
Zhan LT, Ng CWW (2006) Shear strength characteristic of an unsaturated expansive clay. Can Geotech J 43(7):751–763. https://doi.org/10.1139/t06-036
Fityus S, Buzzi O (2009) The place of expansive clays in the framework of unsaturated soil mechanics. Appl Clay Sci 43:150–155. https://doi.org/10.1016/j.clay.2008.08.005
Zhan LT, Chen R, Ng CWW (2014) Wetting-induced softening behavior of an unsaturated expansive clay. Landslides 11(6):1051–1061. https://doi.org/10.1007/s10346-013-0449-6
Gu F, Sahin H, Luo X, Lytton RL (2015) Estimation of resilient modulus of unbound aggregates using performance-related base course properties. J Mater Civ Eng 27:04014188. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001147
Djellali A, Houam A, Saghafi B, Hamdane A, Benghazi Z (2017) Static analysis of flexible pavements over expansive soils. Int J Civ Eng 15(3):1–10. https://doi.org/10.1007/s40999-016-0058-6
Sahin H, Gu F, Lytton RL (2015) Development of soil-water characteristic curve for flexible base materials using methylene blue test. J Mater Civ Eng 27:04014175. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001135
Sun DA, Sun WJ, Xiang L (2010) Effect of degree of saturation on mechanical behaviour of unsaturated soils and its elastoplastic simulation. Comput Geotech 37(5):678–688. https://doi.org/10.1016/j.compgeo.2010.04.006
Ng CWW, Zhan LT, Bao CG, Gong BW (2003) Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration. Géotechnique 53(2):143–157. https://doi.org/10.1680/geot.2003.53.2.143
AI-Rawas AA, Goosen MFA (2006) Expansive soils: Recent advances in characterization and treatment. Taylor, London
Tiwari B, Brandon TL, Marui H, Tuladhar GR (2005) Comparison of residual shear strengths from back analysis and ring shear tests on undisturbed and remolded specimens. J Geotech Geoenviron Eng 131(9):1071–1079. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:9(1071)
Wong RCK (1998) Swelling and softening behaviour of La Biche shale. Can Geotech J 35(2):206–221. https://doi.org/10.1139/t97-087
AI-Mhaidib AI, AI-Shamrani MA (2006) Influence of swell on shear strength of expansive soils. Geotech Spec Publ 2000(148):160–165. https://doi.org/10.1061/40860(192)16
Zhang R, Yang HP, Zheng JL (2006) The effect of vertical pressure on the deformation and strength of expansive soil during cyclic wetting and drying. In: International conference on unsaturated soils p 894–905. https://doi.org/10.1061/40802(189)71
Lefebvre G (1981) Strength and slope stability in Canadian soft clay deposits. Can Geotech J 18(3):420–442. https://doi.org/10.1016/0148-9062(82)91675-8
De Mello BBF (1977) Reflections on design decisions of practical significance to embankment dams—17th Rankine Lecture. Géotechnique 27(3): 281–354. https://doi.org/10.1680/geot.1977.27.3.281
Charles JA, Watts KS (1980) The influence of confining pressure on the shear strength of compacted rockfill. Géotechnique 30(4):353–367. https://doi.org/10.1680/geot.1980.30.4.353
Collins IF, Gunn CIM, Pender MJ, Wang Y (1988) Slope stability analyses for materials with a nonlinear failure envelope. Int J Numer Anal Methods Geomech 12(5):533–550. https://doi.org/10.1002/nag.1610120507
Perry J (1994) A technique for defining non-linear shear strength envelopes and their incorporation in a slope stability method of analysis. Q J Eng Geol Hydrogeol 27(3):231–241. https://doi.org/10.1144/GSL.QJEGH.1994.027.P3.04
Day RW, Axten GW (1989) Surficial stability of compacted clay slopes. J Geotech Eng 115(4):577–580. https://doi.org/10.1061/(ASCE)0733-9410(1989)115:4(577)
Lade PV (2010) The mechanics of surficial failure in soil slopes. Eng Geol 114:57–64. https://doi.org/10.1016/j.enggeo.2010.04.003
Baker R (2004) Nonlinear Mohr envelopes based on triaxial data. J Geotech Geoenviron Eng 130:498–506. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:5(498)
Yang HP, Zheng JL, Zhang R (2007) Addressing expansive soils. Civ Eng 77(3):62–69. https://doi.org/10.1061/ciegag.0000112