Analysis of rainfall infiltration mechanism of rainstorm landslide

Yantu Lixue/Rock and Soil Mechanics

Volumn 29, Issue 4, 2008, Pages 1061-1066

  Liu, Li Ling ^a   Yin, Kun Long ^a  

^a CHINA UNIVERSITY OF GEOSCIENCES   (China)

Author keywords

Critical rainfall; Fissure; Landslide; Rainfall infiltration; Stability analysis; Unsaturated flow

Indexed keywords

FINITE ELEMENT METHOD; INFILTRATION; RAIN; SEEPAGE; SLOPE STABILITY;

BISHOP METHOD; CRITICAL RAINFALL; FISSURE; RAINFALL INFILTRATION; RAINFALL INTENSION; RAINFALL INTENSITY; RAINSTORM; STABILITY ANALYSIS; UNSATURATED FLOW;

LANDSLIDES;

EID: 43749122517     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. RAHARDJO H, LI X W, TOLL D G, et al. The effect of antecedent rainfall on slope stability[J]. Geotechnical and Geological Engineering, 2001, (9): 371-399.
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3. XIE Jian-ming, LIU Li-ling, YIN Kun-long, et al. Study on the threshold valves of rainfall of landslide hazards for early-warning and prediction in Zhejiang Province[J]. Geological Science and Technology Information, 2003, 22(4): 101-105.
4. WU Hong-wei, CHEN Shou-yi, PANG Yue-wai. Parametric study of effects of rainfall infiltration on unsaturated slopes[J]. Rock and Soil Mechanics, 1999, 20(1): 1-13.
5. 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.
6. FREDLUND D G, Vanapalli S K, Xing A, et al. Predicting the shear strength function for unsaturated soil using the soil-water characteristic curve[C]// Proceedings of First International Conference on Unsaturated Soils(I) Paris: International Academic Publishers, 1955, 189-193.