[1] |
缪林昌,仲晓晨,殷宗泽. 膨胀土的强度与含水量的关系[J]. 岩土力学,1999,20(2):71-75.(MIAO Linchang,ZHONG Xiaochen,YIN Zongze. The relationship between strength and water content of expansive Soil[J]. Rock and Soil Mechanics,1999,20(2):71-75.(in Chinese))
|
[4] |
徐永福,孙德安,董 平. 膨润土及其与砂混合物的膨胀试验[J]. 岩石力学与工程学报,2003,22(3):451-455.(XU Yongfu,SUN De?an,DONG Ping. Swelling tests on bentonite and sand-bentonite mixture[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(3):451-455.(in Chinese))
|
[14] |
BORJA R I. Cam-Clay plasticity,Part II:Implicit integration of constitutive equation based on a nonlinear elastic stress predictor[J]. Computer Methods in Applied Mechanics and Engineering,1991,88(2):225-240.
|
[24] |
李 舰,韦昌富,刘 艳. 非饱和黏土状态相关本构模型的数值模拟[J]. 岩土力学,2017,38(10):2 799-2 808.(LI Jian,WEI Changfu,LIU Yan. Numerical implementation of a state-dependent constitutive model for unsaturated clays[J]. Rock and Soil Mechanics,2017,38(10):2 799-2 808.(in Chinese)).
|
[28] |
SÁNCHEZ M,GENS A,GUIMARAES L,et al. Implementation algorithm of a generalised plasticity model for swelling clay[J]. Computers and Geotechnics,2008,35(6):860-871.
|
[30] |
SOLOWSKI W T,GALLIPOLI D. Explicit stress integration with error control for the Barcelona basic model. Part II:Algorithms efficiency and accuracy[J]. Computers and Geotechnics,2010,37(1/2):68-81.
|
[34] |
ALONSO E E,LLORET A,GENS A,et al. Experimental behaviour of highly expansive double-structure clay[C]// Proceedings of the 1st International Conference on Unsaturated Soils. [S. l.]:[s. n.],1995:11-16.
|
[3] |
刘长礼,王秀艳,张 云. 垃圾填埋场砂土衬垫中膨润土添加剂的防渗能力[J]. 地球学报,2000,21(1):98-103.(LIU Changli,WANG Xiuyan,ZHANG Yun. Penetration-preventing capacity of landfill site liner of sandy soils and bentonite[J]. Acta Geoscientica Sinica,2000,21(1):98-103.(in Chinese))
|
[5] |
HUECKEL T,LORET B,GAJO A. Expansive clays as two-phase,deformable reactive continua:concepts and modeling options[C]// Proceedings of the Workshop on Chemo-mechanical Coupling in Clays:From Nanoscale to Engineering Applications. [S. l.]:[s. n.],2001:105-120.
|
[13] |
BORJA R I. Cam-Clay plasticity,Part I:Implicit integration of elasto-plastic constitutive relations[J]. Computer Methods in Applied Mechanics and Engineering,1990,78(1):49-72.
|
[23] |
李 舰,赵成刚,刘 艳,等. 适用于膨胀性非饱和土的边界面模型的数值实现[J]. 岩石力学与工程学报,2017,36(10):2 551-2 562. (LI Jian,ZHAO Chenggang,LIU Yan,et al. Numerical implementation of a bounding surface model for unsaturated expansive clays[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(10):2 551-2 562.(in Chinese))
|
[33] |
ALONSO E E,GENS A,JOSA A. The constitutive model for partially saturated soils[J]. Géotechnique,1990,40(3):405-430.
|
[2] |
孔令伟,周葆春,白 颢,等. 荆门非饱和膨胀土的变形与强度特性试验研究[J]. 岩土力学,2010,31(10):3 036-3 042.(KONG Lingwei,ZHOU Baochun,BAI Hao,et al. Experimental study of deformation and strength characteristics of Jingmen unsaturated expansive soil[J]. Rock and Soil Mechanics,2010,31(10):3 036- 3 042.(in Chinese))
|
[7] |
ALONSO E E,ROMERO E,HOFFMANN C. Hydromechanical behaviour of compacted granular expansive mixtures:experimental and constitutive study[J]. Géotechnique,2011,61(4):329-344.
|
[8] |
李 舰,赵成刚,黄启迪. 膨胀性非饱和土的双尺度毛细-弹塑性变形耦合模型[J]. 岩土工程学报,2012,34(11):2 127-2 133.(LI Jian,ZHAO Chenggang,HUANG Qidi. Constitutive modeling with double-scale pore structure for coupling of capillary hysteresis and stress-strain behaviour in unsaturated expansive soils[J]. Chinese Journal of Geotechnical Engineering,2012,34(11):2 127-2 133.(in Chinese))
|
[10] |
VECCHIA G D,JOMMI C,ROMERO E. A fully coupled elastic-plastic hydromechanical model for compacted soils accounting for clay activity[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2013,37(5):503-535.
|
[17] |
VAUNAT J,CANTE J C,LEDESMA A,et al. A stress point algorithm for an elastoplastic model in unsaturated soils[J]. International Journal of Plasticity,2000,16(2):121-141.
|
[18] |
ZHANG H W,HEERES O M,DE BORST R,et al. Implicit integration of a generalized plasticity constitutive model for partially saturated soil[J]. Engineering Computations,2001,18(1/2):314-336.
|
[20] |
胡 冉. 非饱和土水力全耦合模型与数值模拟方法研究[博士学位论文][D]. 武汉:武汉大学,2013.(HU Ran. A fully coupled hydromechanical model for unsaturated soils and its numerical simulations[Ph. D. Thesis][D]. Wuhan:Wuhan University,2013.(in Chinese))
|
[27] |
SHENG D,SMITH D W,SLOAN S W,et al. Finite element formulation and algorithms for unsaturated soils. Part II:Verification and application[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2003,27(9):767-790.
|
[6] |
ROMERO E,DELLA VECCHIA G,JOMMI C. An insight into the water retention properties of compacted clayey soils[J]. Géotechnique,2011,61(4):313-328.
|
[9] |
MAŠÍN D. Double structure hydromechanical coupling formalism and a model for unsaturated expansive clays[J]. Engineering Geology,2013,165(24):73-88.
|
[15] |
JEREMIC B,STURE S. Implicit integrations in elastoplastic geotechnics[J]. Mechanics of Cohesive-Frictional Materials,1997,2(2):165-183.
|
[19] |
周 雷,张洪武. 非饱和土化学-塑性耦合本构行为的数值模拟[J]. 岩土力学,2009,30(7):2 133-2 140.(ZHOU Lei,ZHANG Hongwu. Numerical simulation for chemo-plastic coupled constitutive behavior of partially saturated soils[J]. Rock and Soil Mechanics,2009,30(7):2 133-2 140.(in Chinese))
|
[25] |
SLOAN S W. Substepping schemes for the numerical integration of elastoplastic stress-strain relations[J]. International Journal for Numerical Methods in Engineering,1987,24(5):893-911.
|
[29] |
SOLOWSKI W T,GALLIPOLI D. Explicit stress integration with error control for the Barcelona basic model. Part I:Algorithms formulation[J]. Computers and Geotechnics,2010,37(1/2):59-67.
|
[35] |
CHEN R. Experimental study and constitutive modeling of stress- dependent coupled hydraulic hysteresis and mechanical behaviour of an unsaturated soil[Ph. D. Thesis][D]. Hong Kong:Hong Kong University of Science and Technology,2007.
|
[11] |
LI J,YIN Z Y,CUI Y J,et al. Work input analysis for soils with double porosity and application to the hydro-mechanical modeling of unsaturated expansive clays[J]. Canadian Geotechnical Journal,2017,54(2):173-187.
|
[12] |
LI J,ZHAO C G,CAI G Q,et al. The input work expression and the thermodynamics-based modelling framework for unsaturated expansive soils with double porosity[J]. Chinese Science Bulletin,2013,58(27):3 422-3 429.
|
[16] |
李锡夔,范益群. 非饱和土变形及渗流过程的有限元分析[J]. 岩土工程学报,1998,20(4):20-24.(LI Xikui,FAN Yiqun. Finite element analysis of deformation and seepage process in unsaturated soils[J]. Chinese Journal of Geotechnical Engineering,1998,20(4):20-24.(in Chinese))
|
[21] |
刘 艳,韦昌富,房 倩,等. 非饱和土水-力本构模型及其隐式积分算法[J]. 岩土力学,2014,35(2):365-370.(LIU Yan,WEI Changfu,FANG Qian,et al. Implicit integration algorithm of a hydro-mechanical coupling constitutive model for unsaturated soils[J]. Rock and Soil Mechanics,2014,35(2):365-370.(in Chinese))
|
[22] |
MA T T,WEI C F,CHEN P,et al. Implicit scheme for integrating constitutive model of unsaturated soils with coupling hydraulic and mechanical behavior[J]. Applied Mathematics and Mechanics,2014,35(9):1 129-1 154.
|
[26] |
SHENG D,SLOAN S W,GENS A,et al. Finite element formulation and algorithms for unsaturated soils. Part I:Theory[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2003,27(9):745-765.
|
[31] |
SOLOWSKI W T,HOFMANN M,HOFSTETTER G,et al. A comparative study of stress integration methods for the Barcelona basic model[J]. Computers and Geotechnics,2012,44(1):22-33.
|
[32] |
HU C,LIU H X. Implicit and explicit integration schemes in the anisotropic bounding surface plasticity model for cyclic behaviours of saturated clay[J]. Computers and Geotechnics,2014,55:27-41.
|