[1]
SHEN Zhu-jiang. Calculate the soft soil consolidation deformation by using finite element method[J]. Hydro-Science and technological information, 1977, 01: 7-23.
Google Scholar
[2]
MAO Chang-xi, LI Ji-qing, DUAN Xiang-bao. Finite element calculation on circular slip of earth slope under seepage action [J]. Chinese Journal of Geotechnical Engineering, 2001, 23(6): 746-752.
Google Scholar
[3]
HUANG Chun-e, GONG Xiao-nan. Combination of slices method and FEM for slope stability analysis of foundation pit under the seepage condition [J]. Journal of Hydraulic Engineering, 2001, 03: 6-10.
Google Scholar
[4]
CHEN Li-hong, LI Guang-xin. The second discussion of Finite element calculation on circular slip of earth slope under seepage action, - and the seepage force in the slope stability analysis [J]. Chinese Journal of Geotechnical Engineering, 2002, 03: 395-397.
Google Scholar
[5]
MIAO Li, GUO Xue-mang, WANG Fu-ming. The earth dam stability analysis based on the stress field and seepage field coupling [J]. Yellow River, 2007, 29(9): 75-78.
Google Scholar
[6]
TIAN Dong-fang, LIU De-fu, WANG Shi-mei. etc. Coupling numerical analysis of unsaturated seepage and stress fields for soil slope [J]. Rock and Soil Mechanics, 2009, 30(3): 810-814.
Google Scholar
[7]
ZHANG Yan-jun, WANG En-zhi, WANG Si-jing. Study for fluid-solid coupling process in unsaturated soil [J]. Rock and Soil Mechanics, 2004, 25(6): 999-1004.
Google Scholar
[8]
WANG Ya-jun, ZHANG Wo-hua, CHEN He-long. Three-Dimensional Random Seepage Field Analysis For Main Embankment of Yangtze River [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(9): 1825 -1831.
Google Scholar
[9]
Chen Bo, Li Ning, Zhuo Rui-hua. Fem Analysis on Fully Coupled Thermo-Hydro-Mechanic Behavior of Porous Media[J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(4): 467-472.
Google Scholar
[10]
ZHAO Cheng-gang, LIU Yan. Continuum porous medium soil mechanics and its application in constitutive relationship of unsaturated soils [J]. Chinese Journal of Geotechnical Engineering, 2009, 09: 1324-1335.
Google Scholar
[11]
CHEN Wei-zhong, WU Guo-jun, JIA Shan-po. The application of ABAQUS in tunnel and underground engineering [M]. Bei Jing. China's Water Conservancy and Hydropower Press, (2010).
Google Scholar
[12]
LIN Hungchou, YU Yu-zhen, LI Guang-xin. etc. Influence of Rainfall Characteristics on Soil Slope Failure[J] Chinese Journal of Rock Mechanics and Engineering, 2009, 28(1): 199-204.
Google Scholar
[13]
WANG Jun-guang, SONG Gui-jun. Analysis of Earthslope Stability on the Condition of Rainfall Infiltration [J]. Sciencepaper Online: 1-6.
Google Scholar
[14]
RONG Guan, ZHANG Wei, ZHOU Chuang-bing. Numerical analysis of saturated-unsaturated seepage problem of rock slope under rainfall infiltration [J]. Rock and Soil Mechanics, 2005, 26(10): 1545 -1550.
Google Scholar
[15]
CHEN Jian, YANG Zhi-fa, LI Xiao. Relationship between Landslide Probability and Rainfall in Three Gorges Reservoir Area[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(17): 3052-3056.
Google Scholar
[16]
HUECKEL T. Coupling of elastic and plastic deformations of bulk solids [J]. Meccanica. 1976, 11(4): 227-235.
DOI: 10.1007/bf02128296
Google Scholar