Experimental study on critical state of unsaturated silty sand

SCHOFIELD A N, WROTH P.Critical state soil mechanics[J]. 1968, 7(70): 23-56.

WOOD D M.Soil behaviour and critical state soil mechanics[J]. Soil Behaviour & Critical State Soil Mechanics, 1991.

MAATOUK A, LEROUEIL S, ROCHELLE P L A. Yielding and critical state of a collapsible unsaturated silty soil[J]. Géotechnique, 1995, 45(3): 465-477.

NEWSON T A.Validation of a non-associated critical state model[J]. Computers and Geotechnics, 1998, 23(4): 277-287.

TOLL D G.A framework for unsaturated soil behavior[J]. Géotechnique, 1990, 40(1): 31-44.

TOLL D G, ONG B H.Critical-state parameters for an unsaturated residual sandy clay[J]. Géotechnique, 2003, 53(1): 93-104.

WHEELER S J, SIΝAKUMAR Ν. An elasto-plastic critical state framework for unsaturated soil[J]. Géotechnique, 1995, 45(1): 35-53.

ADAMS B A, WULFSOHN D.Νariation of the critical-state boundaries of an agriculture soil[J]. European Journal of Soil Science, 1997, 48: 739-758.

WANG Q, PUFAHL D E, FREDLUND D G.A study of critical state on an unsaturated silty soil[J]. Canadian Geotechnical Journal, 2002, 39: 213-218.

KAYADELEN C, SIΝRIKAYA O, TASKIRAN T, et al. Critical-state parameters of an unsaturated residual clayey soil from Turkey[J]. Engineering Geology, 2007, 94: 1-9.

陈正汉. 非饱和土与特殊土力学的基本理论研究[J]. 岩土工程学报. 2014, 36(2): 201-272.
(CHEN Zhen-han.On basic theories of unsaturated soils and special soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 201-272. (in Chinese) )

SHENG D C.Review of fundamental principles in modelling unsaturated soil behavior[J]. Computers and Geotechnics, 2011, 38: 757-776.

赵成刚. 热动力学的稳态与非饱和土的临界状态[J]. 岩土工程学报, 2012, 34(4): 730-733.
(ZHAO Cheng-gang.The thermal steady state and the critical state of unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 730-733. (in Chinese))

孙德安. 非饱和土的水力和力学特性及其弹塑性描述[J]. 岩土力学, 2009, 30(11): 3217-3231.
(SUN De-an.Hydro-mechanical behaviours of unsaturated soils and their elastoplastic modelling[J]. Rock and Soil Mechanics, 2009, 30(11): 3217-3231. (in Chinese))

陈正汉. 非饱和土研究的新进展[C]// 中国土木工程学会中加非饱和土学术研讨会. 1994: 145-152.
(CHEN Zheng-han.New progress in the study of unsaturated soil[C]// Chinese and Canada Memoir on Unsaturated Soils. 1994: 145-152. (in Chinese))

董建军, 邵龙潭. 基于试样中部变形的p-q-s空间临界状态面试验研究[J]. 岩土工程学报, 2009, 31(10): 1607-1613.
(DONG Jian-jun,SHAO Long-tan.Critical state surface in p-q-s stress space based on deformation of[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(10): 1607-1613. (in Chinese))

NG C W W, ZHAN L T, CUI Y J. A new simple system for measuring volume changes in unsaturated soils[J]. Canadian Geotechnical Journal, 2002, 39(3): 757-764.

崔颖, 缪林昌. 非饱和重塑土的临界状态研究[J]. 苏州科技学院学报(工程技术版), 2006, 19(2): 26-29.
(CUI Ying, MIAO Lin-chang.The critical state of unsaturated remolded soils[J]. Journal of Suzhou University of Science and Technology (Engineering and Technology), 2006, 19(2): 26-29. (in Chinese))

张登飞, 陈存礼, 李文文, 等. Q₃原状非饱和黄土的水量变化和临界状态特性[J]. 岩土工程学报, 2015, 37(增刊1): 197-201.
(ZHANG Deng-fei, CHEN Cun-li, LI Wen-wen, et al.Characteristics of critical state and water volume change for Q₃ unsaturated intact loess[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(S1): 197-201. (in Chinese))

李文文. 不同应力路径下非饱和重塑黄土的变形强度和屈服特性试验研究[D]. 西安: 西安理工大学, 2015.
(LI Wen-wen.Experimental study on deformation and yield characteristics of unsaturated remolded loess under different stress paths[D]. Xi'an: Xi'an University of Technology, 2015. (in Chinese))