参考文献/References:
[1] LU N, LECAIN G D. Percolation induced heat transfer in deep unsaturated soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(11): 1040-1053.
[2] FREDLUND D G, XING Anqing, HUANG Shangyan. Predicting the permeability function for unsaturated soils using the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1994, 31(3): 533-546.
[3] ZHENG H, LIU D F, LEE C F, et al. A new formulation of Signorinip’s type for seepage problems with free surfaces[J]. International Journal for Numerical Methods in Engineering, 2005, 64: 1-16.
[4] 孙冬梅, 冯平, 张明进. 考虑气相作用的降雨入渗对非饱和土坡稳定性的影响[J]. 天津大学学报自然科学版, 2009, 42(9): 777-783.
SUN Dongmei, FENG Ping, ZHANG Mingjin. Refined analysis of stability of unsaturated soil slope due to rainfall infiltration considering the effect of gas phase[J]. Journal of Tianjin University Natural Science, 2009, 42(9): 777-783.(in Chinese)
[5] TAN Y C, MA K C, CHEN C H, et al. A numerical model of infiltration processes for hysteretic flow coupled with mass conservation[J]. Irrigation and Drainage, 2009, 58(3): 366-380.
[6] RAHARDJO H, Li X W, Toll D G, et al. The effect of antecedent Rainfall on slope stability[J]. Geotechnical and Geological Engineering, 2001, 39: 371-399.
[7] 冯永, 张福喜, 倪凯军. 基于非稳定渗流理论的非均质土坝稳定性分析[J]. 人民黄河, 2011, 33(3): 100-102.
FENG Yong, ZHANG Fuxi, NI Kaijun. Analysis on stability of heterogeneous earth dam based on non-steady seepage theory[J]. Yellow River, 2011, 33(3): 100-102.(in Chinese)
[8] 李兆平, 张弥. 考虑降雨入渗影响的非饱和土坡瞬态安全系数研究[J]. 土木工程学报, 2001, 34(5): 57-60.
LI Zhaoping, ZHANG Mi. Effects of rain infiltration on unsaturated slopes[J]. China Civil Engineering Journal, 2001, 34(5): 57-60.(in Chinese)
[9] 李毅, 伍嘉, 李坤. 基于FLAC的饱和-非饱和渗流分析[J]. 岩土力学, 2012, 33(2): 617-622.
LI Yi, WU Jia, LI Kun. Saturated-unsaturated seepage analysis based on FLAC[J]. Rock and Soil Mechanics, 2012, 33(2): 617-622.(in Chinese)
[10] 陈盼, 韦昌富, 王吉利, 等. 近饱和条件下非饱和多孔介质渗流过程的数值分析[J]. 岩土力学, 2012, 33(1): 295-300.
CHEN Pan, WEI Changfu, WANG Jili, et al. Numerical analysis of seepage processes in unsaturated porous media under nearly saturated conditions[J]. Rock and Soil Mechanics, 2012, 33(1): 295-300.(in Chinese)
[11] 秦爱芳, 孙德安, 谈永卫. 非饱和土一维固结的半解析解[J]. 应力数学和力学, 2010, 31(2): 199-209.
QIN Aifang, SUN De’an, TAN Yongwei. Semi-analytical solution to one-dimensional consolidation in unsaturated soils[J]. Applied Mathematics and Mechanics, 2010, 31(2): 199-209.(in Chinese)
[12] NAGEL F, MESCHKE G. An elastic-plastic three phase model for partially saturated soil for the finite element simulation of compressed air support in tunneling[J]. International Journal Numbering Analysis Methods Geomechanics, 2010, 34: 605-625.
[13] 欧阳斌强, 唐朝生, 王德银, 等. 土体水分蒸发研究进展[J]. 岩土力学, 2016, 37(3): 625-636.
OUYANG Binqiang, TANG Chaosheng, WANG Deyin, et al. Advances on soil moisture evaporation[J]. Rock and Soil Mechanics, 2016, 37(3): 625-636.(in Chinese)
[14] EMIR J M, LAUREANO R H, PEDRO A. Constitutive modeling of unsaturated soil behavior under axisymmetric stress states using a stress/suction-controlled cubical test cell[J]. International Journal of Plasticity, 2003, 19: 1481-1515.
[15] 陈正汉, 孙树国, 方祥位, 等. 非饱和土与特殊土测试技术新进展[J]. 岩土工程学报, 2006, 28(2): 147-169.
CHEN Zhenghan, SUN Shuguo, FANG Xiangwei, et al. Recent advances of the measuring technology for unsaturated soils and special soils[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 147-169.(in Chinese)
[16] 高游, 孙德安. 制样方法对非饱和土力学特性的影响[J]. 岩土工程学报, 2016, 38(8): 1529-1534.
GAO You, SUN De’an. Effect of specimen preparation on mechanical behavior of unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2017, 36(3): 736-744.(in Chinese)
[17] 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.
GAO Denghui, CHEN Zhenghan, 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)
[18] 陶高梁, 孔令伟. 基于微观孔隙通道的饱和/非饱和土渗透系数模型及其应用[J]. 水利学报, 2017, 48(6): 702-709.
TAO Gaoliang, KONG Lingwei. A model for determining the permeability coefficient of saturated and unsaturated soils based on micro pore channel and its application[J]. Shuili Xuebao, 2017, 48(6): 702-709.(in Chinese)
[19] 蒋明镜, 胡海军. 密实和松散颗粒材料等吸力三轴剪切试验离散元数值模拟[J]. 中南大学学报自然科学版, 2010, 41(6): 2350-2359.
JIANG Mingjing, HU Haijun. Numerical simulation of triaxial shear test of dense and loose granulates under constant suction by discrete element method[J]. Journal of Central South University Science and Technology, 2010, 41(6): 2350-2359.(in Chinese)
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