Effects of rainfall infiltration and evaporation on soil slope stability

Yantu Lixue/Rock and Soil Mechanics

Volumn 27, Issue 5, 2006, Pages

  Wei, Ning ^a   Qian, Ping Yi ^b   Fu, Xu Dong ^a  

^a WUHAN UNIVERSITY   (China)

^b Guangdong Technical College of Water Resources and Electric Engineering   (China)

Author keywords

FEM; Rainfall and evaporation; Slope stability; Unsaturated soil; Unsaturated unsteady seepage

Indexed keywords

COMPUTER SIMULATION; DISASTER PREVENTION; EVAPORATION; FINITE ELEMENT METHOD; PORE PRESSURE; RAIN; SEEPAGE; SLOPE PROTECTION;

RAINFALL; UNSATURATED SOIL;

SLOPE STABILITY;

EID: 33745678766     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

1. CHEN Shou-yi. A method of stability analysis taken effects of infiltration and evaporation into consideration for soil slopes[J]. Rock and Soil Mechanics, 1997, 18(2): 8-12.
2. Gasmo J M, Tahardjo H, Leong E C. Infiltration effects on stability of a residual soil slope[J]. Computers and Geotechnics, 2000, 26(2): 145-165.
3. Ng C W W, Shi Q. Influence of rainfall intensity and duration on slope stability in unsaturated soils[J]. Quarterly Journal of Engineering Geology, 1998, 31: 105-113.
4. Tsaparas I, Tahardjo H, Toll D G, et al. Controlling parameters for rainfall-induced landslides[J]. Computers and Geotechnics, 2002, 29: 1-27.
5. CHEN Shan-xiong, CHEN Shou-yi. Analysis of stability of unsaturated soil slope due to permeation of rainwater[J]. Rock and Soil Mechanics, 2001, 22(4): 447-450.
6. ZHU Yue-ming, GONG Dao-yong, LUO Ping-ping, Analysis of 3D saturated-unsaturated raining infiltration seepage[J]. Journal of Hydraulic Engineering, 2003, (12): 66-70.