Citation: | GAO You, SUN De-an. Determination of basic parameters of unimodal and bimodal soil water characteristic curves[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1884-1891. DOI: 10.11779/CJGE201710017 |
[1] |
FREDLUND D G, RAHARDJO H. Soil mechanics for unsaturated soils[M]. New York: John Wiley & Sons, Inc., 1993.
|
[2] |
VANAPALLI S K, FREDLUND D G, PUFAHL D E. The influence of soil structure and stress history on the soil-water characteristics of a compacted till[J]. Géotechnique, 1999, 49(2): 143-159.
|
[3] |
ALONSO E E, PEREIRA J M, VAUNAT J, OLIVELLA S. A microstructurally based effective stress for unsaturated soils[J]. Géotechnique, 2010, 60(12): 913-925.
|
[4] |
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.
|
[5] |
ZHOU A N, SHENG D C, CARTER J P. Modelling the effect of initial density on soil water characteristic curves[J]. Géotechnique, 2012, 62(8): 669-680.
|
[6] |
MUALEM Y. A new model for predicting the hydraulic conductivity of unsaturated porous media[J]. Water Resources Research, 1976, 12(3): 513-522.
|
[7] |
AGUS S S, LEONG E C, SCHANZ T. Assessment of statistical models for indirect determination of permeability functions from soil-water characteristic curves[J]. Géotechnique, 2003, 53(2): 279-282.
|
[8] |
张 昭, 刘奉银, 张国平. 土在全含水率范围内持水及非饱和渗透特性的模型描述[J]. 岩土工程学报, 2014, 36(11): 2069-2077. (ZHANG Zhao, LIU Feng-yin, ZHANG Guo-ping. Models for water retention and unsaturated permeability in full range of water content[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 2069-2077. (in Chinese))
|
[9] |
KIM W, BORDEN R H. Influence of soil type and stress state on predicting shear strength of unsaturated soils using the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 2011, 48(12): 1886-1900.
|
[10] |
SHENG D C,FREDLUND D G, GENS A. A new modeling approach for unsaturated soils using independent stress variables[J]. Canadian Geotechnical Journal, 2008, 45(4): 511-534.
|
[11] |
FREDLUND D G, XING A. Equation for the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1994, 31(4): 521-532.
|
[12] |
SIMMS P H, YANFUL E K. Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests[J]. Canadian Geo- technical Journal, 2001, 38(4): 741-754.
|
[13] |
LI X, ZHANG L M. Characterization of dual-structure pore-size distribution of soil[J]. Canadian Geotechnical Journal, 2009, 46(2): 129-141.
|
[14] |
BURTON G J, SHENG D, Campbell C. Bimodal pore size distribution of a high-plasticity compacted clay[J]. Geotechnique Letters , 2014, 4: 88-93.
|
[15] |
MIGUEL M G, BONDER B H. Soil-water characteristic curves obtained for a colluvial and lateritic soil profile considering the macro and micro porosity[J]. Geotechnical & Geological Engineering, 2012, 30(30): 1405-1420.
|
[16] |
孙德安, 高 游, 刘文捷, 等. 红黏土的土水特性及其孔隙分布[J]. 岩土工程学报, 2015, 37(2): 351-356. (SUN De-an, GAO You, LIU Wen-jie, WEI Chang-fu, ZHANG Sheng. Soil-water characteristics and pore-size distribution of lateritic clay[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 351-356. (in Chinese))
|
[17] |
VAN GENUCHTEN T M. A closed-form predicting the hydraulic conductivity of unsaturated soil[J]. Soil Science Society of America Journal, 1980, 44(44): 892-898.
|
[18] |
KOSUGI K. Three-parameter lognormal distribution model for soil water retention[J]. Water Resources Research, 1994, 30(30): 891-901.
|
[19] |
LI X, LI J H, ZHANG L M. Predicting bimodal soil-water characteristic curves and permeability functions using physically based parameters[J]. Computers and Geotechnics, 2014, 57(4): 85-96.
|
[20] |
SATYANAGA A, RAHARDJO H, LEONG E C, et al. Water characteristic curve of soil with bimodal grain-size distribution[J]. Computers and Geotechnics, 2013, 48(4): 51-61.
|
[21] |
THU T M, RAHARDJO H, LEONG E C. Soil-water characteristic curve and consolidation behavior for a compacted silt[J]. Canadian Geotechnical Journal, 2007, 44(3): 266-275.
|
[22] |
VANAPALLI S K, SILLERS W S, FREDLUND M D. The meaning and relevance of residual water content to unsaturated soils[C]// Proceedings of 51st Canadian Geotechnical Conference. Edmonton, 1998: 101-108.
|
[23] |
周葆春, 孔令伟, 陈 伟, 等. 荆门膨胀土土-水特征曲线特征参数分析与非饱和抗剪强度预测[J]. 岩石力学与工程学报, 2010, 29(5): 1052-1059. (ZHOU Bao-chun, KONG Ling-wei, CHEN Wei, et al. Analysis of characteristic parameters of soil- water characteristic curve(SWCC) and unsaturated shear strength prediction of Jingmen expansive soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(5): 1052-1059. (in Chinese))
|
[24] |
ZHAI Q, RAHARDJO H. Determination of soil-water characteristic curve variables[J]. Computers and Geotechnics, 2012, 42(42): 37-43.
|
[25] |
LINS Y, SCHANZ T. Determination of hydro-mechanical properties of sand[J]. Information Sciences, 2005, 181(17): 3570-3580.
|
[26] |
ROMERO E, GENS A, LLORET A. Water permeability, water retention and microstructure of unsaturated compacted Boom clay[J]. Engineering Geology, 1999, 54(1/2): 117-127.
|
[1] | LIU Hongwei, WANG Mengqi, ZHAN Liangtong, FENG Song, WU Tao. Method and apparatus for measuring in-situ gas diffusion coefficient and permeability coefficient of unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(5): 948-958. DOI: 10.11779/CJGE20221228 |
[2] | JI Yong-xin, ZHANG Wen-jie. Experimental study on diffusion of chloride ions in unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(9): 1755-1760. DOI: 10.11779/CJGE202109022 |
[3] | XU Fei, CAI Yue-bo, QIAN Wen-xun, WEI Hua, ZHUANG Hua-xia. Mechanism of cemented soil modified by aliphatic ionic soil stabilizer[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(9): 1679-1687. DOI: 10.11779/CJGE201909012 |
[4] | HUANG Wei, LIU Qing-bing, XIANG Wei, ZHANG Yun-long, WANG Zhen-hua, DAO Minh Huan. Water adsorption characteristics and water retention model for montmorillonite modified by ionic soil stabilizer[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(1): 121-130. DOI: 10.11779/CJGE201901013 |
[5] | ZHANG Wen-jie, GU Chen, LOU Xiao-hong. Measurement of hydraulic conductivity and diffusion coefficient of backfill for soil-bentonite cutoff wall under low consolidation pressure[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1915-1921. DOI: 10.11779/CJGE201710021 |
[6] | HUANG Qing-fu, ZHAN Mei-li, SHENG Jin-chang, LUO Yu-long, ZHANG Xia. Numerical method to generate granular assembly with any desired relative density based on DEM[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 537-543. DOI: 10.11779/CJGE201503019 |
[7] | LIU Qing-bing, XIANG Wei, CUI De-shan. Effect of ionic soil stabilizer on bound water of expansive soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1887-1895. |
[8] | LIU Qing-bing, XIANG Wei, CUI De-shan, CAO Li-jing. Mechanism of expansive soil improved by ionic soil stabilizer[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 648. |
[9] | Microcosmic mechanism of ion transport in charged clay soils[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1794-1799. |
[10] | XI Yong, Hui, REN Jie. Laboratory determination of diffusion and distribution coefficients of contaminants in clay soil[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(3): 397-402. |