Citation: | LI Jian, LIU Kai, YIN Zhen-yu, CUI Yu-jun, YIN Jian-hua. Hydro-mechanical double-yield-surface model for unsaturated sand and clay[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(1): 72-80. DOI: 10.11779/CJGE202001008 |
[1] |
陈正汉. 重塑非饱和黄土的变形、强度、屈服和水量变化特性[J]. 岩土工程学报, 1999, 21(1): 82-90. doi: 10.3321/j.issn:1000-4548.1999.01.018
CHEN Zheng-han. Deformation, strength, yield and moisture change of a remolded unsaturated loess[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(1): 82-90. (in Chinese) doi: 10.3321/j.issn:1000-4548.1999.01.018
|
[2] |
黄海, 陈正汉, 李刚. 非饱和土在p-s平面上的屈服轨迹及土-水特征曲线的探讨[J]. 岩土力学, 2000, 21(4): 316-321. doi: 10.3969/j.issn.1000-7598.2000.04.002
HUANG Hai, CHEN Zheng-han, LI Gang. A study on yield locus of unsaturated soil on p-s plane and soil-water characteristic curve[J]. Rock and Soil Mechanics, 2000, 21(4): 316-321. (in Chinese) doi: 10.3969/j.issn.1000-7598.2000.04.002
|
[3] |
詹良通, 吴宏伟. 吸力对非饱和膨胀土抗剪强度及剪胀特性的影响[J]. 岩土工程学报, 2007, 29(1): 82-87. doi: 10.3321/j.issn:1000-4548.2007.01.013
ZHAN Liang-tong, NG Charles W W. Effect of suction on shear strength and dilatancy of an unsaturated expansive clay[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 82-87. (in Chinese) doi: 10.3321/j.issn:1000-4548.2007.01.013
|
[4] |
姚仰平, 牛雷, 韩黎明, 等. 超固结非饱和土的试验研究[J]. 岩土力学, 2011, 32(6): 1601-1606. doi: 10.3969/j.issn.1000-7598.2011.06.001
YAO Yang-ping, NIU Lei, HAN Li-ming, et al. Experimental study of behaviors of overconsolidated unsaturated clays[J]. Rock and Soil Mechanics, 2011, 32(6): 1601-1606. (in Chinese) doi: 10.3969/j.issn.1000-7598.2011.06.001
|
[5] |
陈存礼, 张登飞, 董玉柱, 等. 常含水率三轴条件下非饱和原状黄土的吸力和力学特性[J]. 岩土工程学报, 2014, 36(7): 1195-1202. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201407004.htm
CHEN Cun-li, ZHANG Deng-fei, DONG Yu-zhu, et al. Suction and mechanical behaviours of unsaturated intact loess from constant water content triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1195-1202. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201407004.htm
|
[6] |
MA T, WEI C, WEI H. Hydraulic and mechanical behavior of unsaturated silt: experimental and theoretical characterization[J]. International Journal of Geomechanics, 2016, 16(6): D4015007. doi: 10.1061/(ASCE)GM.1943-5622.0000576
|
[7] |
高登辉, 陈正汉, 郭楠, 等. 干密度和基质吸力对重塑非饱和黄土变形与强度特性的影响[J]. 岩石力学与工程学报, 2017, 36(3): 736-744. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201703023.htm
GAO Deng-hui, CHEN Zheng-han, GUO Nan, et al. The influence of dry density and matric suction on the deformation and the strength characteristics of the remolded unsaturated loess soils[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(3): 736-744. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201703023.htm
|
[8] |
徐筱, 赵成刚. 高吸力下黏性土的抗剪强度和体变特性[J]. 岩土力学, 2018, 39(5): 1598-1610. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201805007.htm
XU Xiao, ZHAO Cheng-gang. Shear strength and volume change behavior of clay-rich soil at high suctions[J]. Rock and Soil Mechanics, 2018, 39(5): 1598-1610. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201805007.htm
|
[9] |
陈皓, 吕海波, 陈正汉, 等. 考虑温度影响的高庙子膨润土强度与变形特性试验研究[J]. 岩石力学与工程学报, 2018, 37(8): 1962-1979. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201808019.htm
CHEN Hao, LÜ Hai-bo, CHEN Zheng-han, et al. Strength and volume change of buffer material under high temperature and pressure[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(8): 1962-1979. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201808019.htm
|
[10] |
朱青青, 苗强强, 陈正汉, 等. 非饱和含黏砂土的弹塑性剪胀特性研究[J]. 岩土工程学报, 2018, 40(增刊1): 65-72. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2018S1012.htm
ZHU Qing-qing, MIAO Qiang-qiang, CHEN Zheng-han, et al. Elastoplastic dilatancy relations of unsaturated clayey sand[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 65-72. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2018S1012.htm
|
[11] |
BISHOP A W. The principle of effective stress[J]. Teknisk Ukeblad, 1959, 39: 113-143.
|
[12] |
GALLIPOLI D, GENS A, SHARMA R, et al. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour[J]. Géotechnique, 2003, 53(1): 123-135. doi: 10.1680/geot.2003.53.1.123
|
[13] |
WHEELER S J, SHARMA R S, BUISSON M S R. Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils[J]. Géotechnique, 2003, 53(1): 41-54. doi: 10.1680/geot.2003.53.1.41
|
[14] |
FREDLUND D G, MORGENSTERN N R. Stress state variables for unsaturated soils[J]. Journal of Geotechnical Engineering, 1977, 103(GT5): 447-466.
|
[15] |
TARATINO A, MONGIOVÕÁ L, BOSCO G. An experimental investigation on the independent isotropic stress variables for unsaturated soils[J]. Géotechnique, 2000, 50(3): 275-282. doi: 10.1680/geot.2000.50.3.275
|
[16] |
张龙, 陈正汉, 周凤玺, 等. 非饱和土应力状态变量试验验证研究[J]. 岩土工程学报, 2017, 39(2): 380-384. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201702029.htm
ZHANG Long, CHEN Zheng-han, ZHOU Feng-xi, et al. Test verification of stress state variables for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(2): 380-384. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201702029.htm
|
[17] |
张龙, 陈正汉, 周凤玺, 等. 从变形、水量变化和抗剪强度三个方面验证非饱和土的两个应力状态变量[J]. 岩土工程学报, 2017, 39(5): 906-915. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201705021.htm
ZHANG Long, CHEN Zheng-han, ZHOU Feng-xi, et al. Verification of rationality of two stress state variables of unsaturated soil from deformation, moisture change and strength[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 39(2): 380-384. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201705021.htm
|
[18] |
ZHOU A N, SHENG D, SLOAN S W, et al. Interpretation of unsaturated soil behaviour in the stress-saturation space I: volume change and water retention behaviour[J]. Computers and Geotechnics, 2012, 43: 178-187. doi: 10.1016/j.compgeo.2012.04.010
|
[19] |
ZHANG F, IKARIYA T. A new model for unsaturated soil using skeleton stress and degree of saturation as state variables[J]. Soils and Foundations, 2011, 51(1): 67-81. doi: 10.3208/sandf.51.67
|
[20] |
ALONSO E E, GENS A, JOSA A. A constitutive model for partially saturated soils[J]. Géotechnique, 1990, 40(3): 405-430. doi: 10.1680/geot.1990.40.3.405
|
[21] |
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. doi: 10.3969/j.issn.1000-7598.2009.11.001
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) doi: 10.3969/j.issn.1000-7598.2009.11.001
|
[22] |
马田田, 韦昌富, 陈盼, 等. 非饱和土毛细滞回与变形耦合弹塑性本构模型[J]. 岩土力学, 2012, 33(11): 3263-3270. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201211011.htm
MA Tian-tian, WEI Chang-fu, CHEN Pan, et al. An elastoplastic constitutive model of unsaturated soils with capillary hysteresis and deformation coupling[J]. Rock and Soil Mechanics, 2012, 33(11): 3263-3270. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201211011.htm
|
[23] |
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. doi: 10.1139/cgj-2015-0574
|
[24] |
YAO Y P, NIU L, CUI W J. Unified hardening (UH) model for overconsolidated unsaturated soils[J]. Canadian Geotechnical Journal, 2014, 51(7): 810-821.
|
[25] |
LI X S. Thermodynamics-based constitutive framework for unsaturated soils: 2 a basic triaxial model[J]. Géotechnique, 2007, 57(5): 423-435.
|
[26] |
卢再华, 陈正汉, 曹继东. 原状膨胀土的强度变形特性及其本构模型研究[J]. 岩土力学, 2001, 22(3): 339-342. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200103023.htm
LU Zai-hua, CHEN Zheng-han, CAO Ji-dong. A study on the strength and deformation characteristics and the constitutive model of natural expansive soils[J]. Rock and Soil Mechanics, 2001, 22(3): 339-342. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200103023.htm
|
[27] |
卢再华, 陈正汉. 非饱和原状膨胀土的弹塑性损伤本构模型研究[J]. 岩土工程学报, 2003, 25(4): 422-426. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200304008.htm
LU Zai-hua, CHEN Zheng-han. An elastoplastic damage constitutive model of unsaturated undisturbed expansive soil[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 422-426. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200304008.htm
|
[28] |
CHIU C F, NG C W W. A state-dependent elasto-plastic model for saturated and unsaturated soils[J]. Géotechnique, 2003, 53(9): 809-829.
|
[29] |
殷宗泽. 一个土体的双屈服面应力-应变模型[J]. 岩土工程学报, 1988, 10(4): 64-71. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC198804006.htm
YIN Zong-ze. A stress-strain model of soil with double yield surfaces[J]. Chinese Journal of Geotechnical Engineering, 1988, 10(4): 64-71. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC198804006.htm
|
[30] |
YIN Z Y, XU Q, HICHER P Y. A simple critical-state-based double-yield-surface model for clay behavior under complex loading[J]. Acta Geotechnica, 2013, 8(5): 509-523.
|
[31] |
ALONSO E E, PEREIRA M J, VAUNAT J, et al. A microstructurally-based effective stress for unsaturated soils[J]. Géotechnique, 2010, 60(12): 913-925.
|
[32] |
KHALILI N, ZARGARBASHI S. Influence of hydraulic hysteresis on effective stress in unsaturated soils[J]. Géotechnique, 2010, 60(9): 729-734.
|
[33] |
LU N, GODT J W, WU D T. A closed-form equation for effective stress in unsaturated soil[J]. Water Resources Research, 2010, 46(5): W05515.
|
[34] |
陈正汉, 郭楠. 非饱和土与特殊土力学及工程应用研究的新进展[J]. 岩土力学, 2019, 40(1): 1-54. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201901002.htm
CHEN Zheng-han, GUO Nan. New developments of mechanics and application for unsaturated soils and special soils[J]. Rock and Soil Mechanics, 2019, 40(1): 1-54. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201901002.htm
|
[35] |
CHRISTENSON H K. Capillary condensation due to van der Waals attraction in wet slits[J]. Physical Review Letters, 1994, 73(13): 1821-1824.
|
[36] |
TULLER M, OR D, DUDLEY L M. Adsorption and capillary condensation in porous media: liquid retention and interfacial configurations in angular pores[J]. Water Resources Research, 1999, 35(7): 1949-1964.
|
[37] |
TULLER M, OR D. Water films and scaling of soil characteristic curves at low water contents[J]. Water Resources Research, 2005, 41(9): W09403.
|
[38] |
KONRAD J M, LEBEAU M. Capillary-based effective stress formulation for predicting shear strength of unsaturated soils[J]. Canadian Geotechnical Journal, 2015, 52(12): 2067-2076.
|
[39] |
ZHOU A N, HUANG R Q, SHENG D. Capillary water retention curve and shear strength of unsaturated soils[J]. Canadian Geotechnical Journal, 2016, 53(6): 974-987.
|
[40] |
SIVAKUMAR V. A Critical State Framework for Unsaturated Soil[D]. Sheffield: University of Sheffield, 1993.
|
[41] |
WEI C F, DEWOOLKAR M M. Formulation of capillary hysteresis with internal state variables[J]. Water Resources Research, 2006, 42(7): W074051-16.
|
[42] |
胡冉, 陈益峰, 周创兵. 基于孔隙分布的变形土土水特征曲线模型[J]. 岩土工程学报, 2013, 35(8): 1451-1462. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201308013.htm
HU Ran, CHEN Yi-feng, ZHOU Chuang-bing. A water retention curve model for deformable soils based on pore size distribution[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(8): 1451-1462. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201308013.htm
|
[43] |
张俊然, 许强, 孙德安. 多次干湿循环后土-水特征曲线的模拟[J]. 岩土力学, 2014, 35(3): 689-695. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201403013.htm
ZHANG Jun-ran, XU Qiang, SUN De-an. Simulation of soil-water characteristic curves during drying and wetting cycles[J]. Rock and Soil Mechanics, 2014, 35(3): 689-695. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201403013.htm
|
[44] |
刘艳, 赵成刚, 李舰, 等. 相间交界面对非饱和土应力状态的影响[J]. 力学学报, 2017, 49(2): 335-343. https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB201702010.htm
LIU Yan, ZHAO Cheng-gang, LI Jian, et al. The influence of interfaces on the stress state in unsaturated soils[J]. Chinese Journal of Theoretical and Applied Mechanics, 2017, 49(2): 335-343. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB201702010.htm
|
[45] |
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.
|
[46] |
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 Xi-kui, FAN Yi-qun. Finite element analysis of deformation and seepage process in unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(4): 20-24. (in Chinese)
|
[47] |
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): 215-226. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201710024.htm
LI Jian, ZHAO Cheng-gang, 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): 215-226. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201710024.htm
|
[48] |
李舰, 王鹏月, 海路, 等. 膨胀性非饱和土本构模型的隐式和显式积分算法的比较[J]. 岩石力学与工程学报, 2018, 37(7): 1731-1740. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201807017.htm
LI Jian, WANG Peng-yue, HAI Lu, et al. Implicit and explicit integration schemes of a constitutive model for unsaturated expansive clays[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(7): 1731-1740. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201807017.htm
|
[49] |
RAMPINO C, MANCUSO C, VINALE F. Experimental behaviour and modelling of an unsaturated compacted soil[J]. Canadian Geotechnical Journal, 2000, 37(4): 748-763.
|
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