Research on method of landslide stability valuation during sudden drawdown of reservoir level

Yantu Lixue/Rock and Soil Mechanics

Volumn 26, Issue 9, 2005, Pages

  Liu, Xin Xi ^a   Xia, Yuan You ^a   Lian, Cao ^b   Zhang, Kai Peng ^b  

^a WUHAN UNIVERSITY OF TECHNOLOGY   (China)

^b CHINA UNIVERSITY OF GEOSCIENCES   (China)

Author keywords

Landslide; Seepage; Stability evaluation; Sudden drawdown of reservoir water level

Indexed keywords

GROUNDWATER; HYDRAULIC CONDUCTIVITY; INFILTRATION; RESERVOIRS (WATER); SAFETY FACTOR; SEEPAGE; SLOPE STABILITY; SOIL LIQUEFACTION; WATER LEVELS;

DISEQUILIBRIUM PUSH METHOD; LANDSLIDE STABILITY VALUATION; RESERVOIR WATER LEVEL SUDDEN DRAWDOWN; THREE GORGES RESERVOIR;

LANDSLIDES;

EID: 26644473445     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (11)

1. YIN Kun-long, WANG Yang, TANG Zhong-hua. Mechanism and dynamic simulation of landslide by precipitation[J]. Geological Science and Technology Information, 2002, 21(1): 75-78.
2. ZHU Dong-lin, REN Guang-ming, ME De-xin, et al. Effecting and forecasting of landslide stability with the change of reservoir water level[J]. Hydrological Geology and Engineering Geology, 2002, (3): 6-9.
3. PENG Liang-quan, WANG Zhao. Research on dangerous hydrological condition in slope stability analysis[J]. Yangtze River, 2003, 34(5): 39-41.
4. JIA Shu-xia. Some question in the assessment and investigation of the landslides in the Three Gorges reservoir[J]. Hubei Geology and Mineral Resources, 2004, 16(4): 44-46.
5. SHI Wei-ming, ZHENG Yin-ren. Stability evaluation of landslide under reservoir water level drawdown condition[J]. Geotechnical Investigation and Surveying, 2004, (1): 27-35.
6. NA Wang-wai Charles, CHEN Shou-yi, PANG Yue-wai. Parametric study of effects of rain infiltration on stability of unsaturated slopes[J]. Rock and Soil Mechanics, 1999, 20(1): 1-14.
7. Alonso E, Gens A, Lioret A, et al. Effect of rain infiltration on the stability of slopes[J]. Unsaturated Soils Journal., 1995, (1): 241-249.
8. Lam L, Fredinnd D G and Barbour S L Transient seepage model for saturated-unsaturated soil systems: a geotechnical engineering approach[J]. Can. Geotechnical Journal, 1987, 24: 565-580.