Citation: | XU Yong-fu. Modified effective stress induced by osmotic suction and its validation in volume change and shear strength of bentonite in saline solutions[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 631-638. DOI: 10.11779/CJGE201904005 |
[1] |
XU Y F, MATSUOKA H, SUN D A.Swelling characteristics of fractal-textured bentonite and its mixture[J]. Appl Clay Sci, 2003, 22: 197-209.
|
[2] |
秦冰, 陈正汉, 刘月妙, 等.高庙子膨润土的胀缩变形特性及其影响因素[J]. 岩土工程学报, 2008, 30(7): 1005-1010.
(QIN Bing, CHEN Zheng-han, LIU Yue-miao, et al.Swelling-shrinkage behaviour of Gaomiaozi bentonite[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(7): 1005-1010. (in Chinese)) |
[3] |
叶为民, 黄伟, 陈宝, 等. 双电层理论与高庙子膨润土的体变特征[J]. 岩土力学, 2009, 30(7): 1899-1904.
(YE Wei-min, HUANG Wei, CHEN Bao, et al.Diffuse double layer theory and volume change behavior of densely compacted Gaomiaozi bentonite[J]. Rock and Soil Mechanics, 2009, 30(7): 1899-1904. (in Chinese)) |
[4] |
孙德安, 张龙. 盐溶液饱和高庙子膨润土膨胀特性及预测[J]. 岩土力学, 2013, 34(10): 2790-2795.
(SUN De-an, ZHANG Long.Swelling characteristics of Gaomiaozi bentonite saturated by salt solution and their prediction[J]. Rock and Soil Mechanics, 2013, 34(10): 2790-2795. (in Chinese)) |
[5] |
张虎元, 贾灵艳, 周浪. 高效废物处置库的混合型缓冲回填材料压缩特性研究[J]. 岩土力学, 2013, 34(6): 1546-1552.
(ZHANG Hu-yuan, JIA Ling-yan, ZHOU Lang.Compression behaviors of compacted bentonite-sand mixtures as buffer material for HLW disposal[J]. Rock and Soil Mechanics, 2013, 34(6): 1546-1552. (in Chinese)) |
[6] |
YE W M, WAN M, CHEN B, et al.Temperature effects on the unsaturated permeability of the densely compacted GMZ01 bentonite under confined conditions[J]. Eng Geol, 2012, 126: 1-7.
|
[7] |
XU Y F, DONG P.Fractal approach to hydraulic properties in unsaturated porous media[J]. Chaos, Solitons and Fractals, 2004, 19: 327-337.
|
[8] |
谭罗荣, 孔令伟. 膨胀土膨胀特性的变化规律研究[J]. 岩土力学, 2004, 25(10): 1555-1559.
(TAN Lou-rong, KONG Ling-wei.Study on variation regularity of swelling behavior of expansive soil[J]. Soil Mechanics, 2004, 25(10): 1555-1559. (in Chinese)) |
[9] |
姜昊, 徐永福, 项国圣. 膨润土在核废料处置环境中的膨胀衰减规律研究[J]. 工程地质学报, 2014, 22(2): 203-209.
(JIANG Hao, XU Yong-fu, XIANG Guo-sheng.Numerical simulation for decay of swelling capacity of bentonite in high-level nuclear waste repository[J]. Journal of Engineering Geology, 2014, 22(2): 203-209. (in Chinese)) |
[10] |
孙文静, 刘仕卿, 孙德安. 高掺砂率膨润土混合土膨胀特性及其膨胀量预测[J]. 岩土工程学报, 2015, 37(9): 1620-1626.
(SUN Wen-jing, LIU Shi-qing, SUN De-an, et al.Swelling characteristics of bentonite-sand mixtures with a high sand mixing ratio and its prediction[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1620-1626. (in Chinese)) |
[11] |
项国圣, 徐永福, 姜昊. 压实膨润土在盐溶液中的膨胀变形特性[J]. 工程地质学报, 2015, 23(6): 1053-1058.
(XIANG Guo-sheng, XU Yong-fu, JIANG Hao.Swelling behavior of compacted bentonite under osmotic suction[J]. Journal of Engineering Geology, 2015, 23(6): 1053-1058. (in Chinese)) |
[12] |
STUDDS P G, STEWART D I, COUSENS T W.The effects of salt solutions on the properties of bentonite-sand mixtures[J]. Clay Miner, 1998, 33: 651-661.
|
[13] |
DI Maio C, SANTOLI L, SCHIAVONE P.Volume change behaviour of clays: the influence of mineral composition, pore fluid composition and stress state[J]. Mech Mater, 2004, 36: 435-451.
|
[14] |
CALVELLO M, LASCO M, VASSALLO R, et al.Compressibility and residual shear strength of smectitic clays: influence of pore aqueous solutions and organic solvents[J]. Riv Ital Geotec, 2005, 1: 34-46.
|
[15] |
YE W M, ZHANG F, CHEN B, et al.Effects of salt solutions on the hydro-mechanical behavior of compacted GMZ01 bentonite[J]. Environ Earth Sci, 2014, 72: 2621-2630.
|
[16] |
LORET B, KHALILI N.An effective stress elasto-plastic model for unsaturated soils[J]. Mech Mater, 2002, 44: 97-116.
|
[17] |
XU Y, XIANG G S, JINAG H, et al.Role of osmotic suction in volume change of clays in salt solution[J]. Appl Clay Sci, 2014, 101: 354-361.
|
[18] |
MITCHELL J K, SOGA K.Fundamentals of soil behavior[M]. 3rd ed. New York: Wiley, 2005.
|
[19] |
DI MAIO C.Shear strength of clays and clayey soils: the influence of pore fluid composition[C]// Chemo-Mechanical Couplings in Porous Media Geomechanics and Biomechanics. LORET B, HUYGHE L, eds. Springer-Verlag Wien NY, 2004.
|
[20] |
DI MAIO C, SANTOLI L, SCHIAVONE P.Volume change behaviour of clays: the influence of mineral composition, pore fluid composition and stress state[J]. Mech of Maters, 2004, 36: 435-451.
|
[21] |
CALVELLO M, LASCO M, VASSALLO R, et al.Compressibility and residual shear strength of smectitic clays: influence of pore aqueous solutions and organic solvents[J]. Rivista Italiana Di Geotechnica, 2005, 1: 33-46.
|
[22] |
WINTERKORN H F, MOORMAN R B B. A study of changes in physical properties of Putnam soil induced by ionic substitution[J]. Proc Highways Res Board, 1941, 21: 415-434.
|
[23] |
BULUT R, LYTTON R L, WRAY W K.Suction measurements by filter paper, expansive clay soils and vegetative influence on shallow foundations[C]// VIPULANANDAN C, ADISON M B, HASEN M, eds. Geotechnical Publication, ASCE. Reston, VA, 2001.
|
[24] |
MAN A, GRAHAM J, VAN Gulck J.Effect of pore fluid chemistry on strain-softening behaviour of reconstituted plastic clay[C]// Procs of the Int Cong on Envir Geotech. Cardiff, 2006: 569-576.
|
[25] |
TIWARI B, AJMERA B.A new correlation relating the shear strength of reconstituted soil to the proportions of clay minerals and plasticity characteristics[J]. Appl Clay Sci, 2011, 53: 48-57.
|
[26] |
ZHANG L, SUN D A, JIA D.Shear strength of GMZ07 bentonite and its mixture with sand saturated with saline solution[J]. Appl Clay Sci, 2016(132/133): 24-32.
|
[27] |
XU Y F, SUN D A, YAO Y P.Surface fractal dimension of bentonite and its application to determination of swelling properties[J]. Chaos, Solitons and Fractals, 2004, 19: 347-356.
|
[28] |
METTEN U.Desalination by reverse osmosis[J]. Cambridge: MIT Press, 1966.
|
[29] |
SPOSITO G.The thermodynamic of soil solution[M]. London: Oxford Clarendon Press, 1981.
|
[30] |
LANG A R G. Osmotic coefficients and water potentials of sodium chloride solution from 0 to 40℃[J]. Australian J of Chem, 1967, 20: 2017-2023.
|
[31] |
MESRI G, OLSON R E.Shear strength of montmorillonite[J]. Géotechnique, 1970, 3: 261-270.
|
[32] |
AVNIR D, JARONIEC M.An isotherm equation for adsorption on fractal surfaces of heterogeneous porous materials[J]. Langmuir, 1989, 5: 1431-1433.
|
[33] |
SUN W J, WE Z F, LIU S Q, et al.Deformation characteristics and permeability of saturated bentonite-sand mixtures[C]// Unsaturated Soil Mechanics from Theory to Practice (AP- UNSAT 2015). Gulin, 2015.
|
[34] |
COKCA E, TILGEN H P.Shear strength-suction relationship of compacted Ankara clay[J]. Appl Clay Sci, 2010, 49: 400-404.
|
[35] |
BLATZ J A, GRAHAM J, CHANDLER N A.Influence of suction on the strength and stiffness of compacted sand-bentonite[J]. Can Geotech J, 2002, 39: 1005-1015.
|
[36] |
DI Maio C.Exposure of bentonite to salt solution: osmotic and mechanical effects[J]. Géotechnique, 1996, 46(4): 695-707.
|
[37] |
XU Y F.Fractal model for the correlation relating total suction to water content of bentonites[J]. Fractals, 2017. (in press)
|
[38] |
KENNEY T C.The influence of mineralogical composition on the residual strength of natural soils[C]// Procs of the Geotech Conf on Shear Strength Properties of Natural Soils and Rocks. Oslo, 1967.
|
[39] |
SKEMPTON A W.Residual strength of clays in landslides folded strata and the laboratory[J]. Géotechnique, 1985, 35(1): 3-18.
|
[40] |
BURLAND J B.On the compressibility and shear strength of natural clays[J]. Géotechnique, 1990, 40(3): 329-378.
|
[41] |
WIEBE B, GRAHAM J, DIXON D.Influence of pressure, saturation and temperature on the behavior of unsaturated sand-bentonite[J]. Cana Geotech J, 1998, 35: 194-205.
|
[42] |
TANG G X.Suction characteristics and elastic-plastic modelling of unsaturated sand-bentonite mixture[D]. Manitob a: University of Manitoba, 1999.
|
[43] |
BLATZ J A, GRAHAM J, CHANDLER N A.Influence of suction on the strength and stiffness of compacted sand-bentonite[J]. Can Geotech J, 2002, 39: 1005-1015.
|
[1] | JIA Rui, LI Yiqun, LEI Huayang, JIANG Yuxuan. Modification of structured Cam-clay model based on triaxial undrained effective stress path[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(1): 115-124. DOI: 10.11779/CJGE20231243 |
[2] | LI Xiao-yue, XU Yong-fu. Method for calculating swelling deformation of bentonite in salt solution[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2353-2359. DOI: 10.11779/CJGE201912022 |
[3] | DU Xiu-li, ZHANG Pei, XU Cheng-shun, LU De-chun. On principle of effective stress and effective stress[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 486-494. DOI: 10.11779/CJGE201803012 |
[4] | CHEN Yu-jiong. Examples of application of effective stress principle in China[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1674-1677. DOI: 10.11779/CJGE201509015 |
[5] | SHAO Long-tan, GUO Xiao-xia, ZHENG Guo-feng. Intergranular stress, soil skeleton stress and effective stress[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(8): 1478-1483. DOI: 10.11779/CJGE201508017 |
[6] | LU De-chun, DU Xiu-li, XU Cheng-shun. Analytical solutions to principle of effective stress[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 146-151. |
[7] | XING Yichuan, XIE Dingyi, WANG Xiaogang, LI Zhen. 3D effective stress of unsaturated loess[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 288-293. |
[8] | XING Yichuan, XIE Dingyi, LI Zheng. Stress transmission mechanism and effective stress principle of unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(1): 53-57. |
[9] | Zhao Yangsheng, Hu Yaoqing. Experimental Study of the Law of Effective Stress by Methane Pressure[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(3): 26-31. |
[10] | Chen Zhenghan, Wang Yongsheng, Xie Dingyi. Effective Stress in Unsaturated Soil[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 62-69. |
1. |
胡亚元,袁书行. 盐溶液饱和岩土的本构理论及在黏土中的应用. 岩土工程学报. 2024(02): 223-234 .
![]() | |
2. |
乔润伟,张士诚,王飞,李凤霞,李宁. 高含黏土页岩气储层闷井返排数值模拟. 西安石油大学学报(自然科学版). 2024(03): 82-93 .
![]() | |
3. |
周凤玺,王立业,万旭升,梁玉旺,叶伟林. 饱和盐渍黏土弹塑性行为的试验及理论研究. 岩石力学与工程学报. 2023(12): 3095-3108 .
![]() | |
4. |
徐永福,程岩,肖杰,林宇亮,戚顺超. 膨胀土滑坡和工程边坡新型防治技术研究. 岩土工程学报. 2022(07): 1281-1294 .
![]() | |
5. |
项国圣,吕立勇,葛磊,周殷康,谢胜华. 温度对GMZ膨润土的膨胀性能影响研究. 岩土工程学报. 2021(01): 77-84 .
![]() | |
6. |
雷胜友,田刚,陈雨菲,袁文治,翟志刚. 考虑盐溶液渗入影响的膨胀土边坡稳定性分析. 中国科技论文. 2021(02): 150-157 .
![]() | |
7. |
郑新江,徐永福. 盐溶液饱和高庙子膨润土的强度特性. 岩土工程学报. 2021(04): 783-788 .
![]() | |
8. |
宋朝阳,韦昌富,赵成刚. 考虑物理化学作用的饱和黏土统一压缩模型及验证. 岩石力学与工程学报. 2021(S1): 2888-2895 .
![]() | |
9. |
吕立勇,项国圣,葛磊. 盐溶液对膨润土-砂混合物膨胀性能的影响. 地下空间与工程学报. 2021(06): 1796-1802 .
![]() | |
10. |
蔺建国,叶加兵,邹维列. 孔隙溶液对膨胀土微观结构的影响. 华中科技大学学报(自然科学版). 2020(04): 12-17 .
![]() | |
11. |
宋朝阳,赵成刚,韦昌富,马田田. 非饱和土平均粒间应力的计算及应用. 岩土力学. 2020(08): 2665-2674 .
![]() |