The 28 October 1996 landslide and analysis of the stability of the current Huashiban slope at the Liangjiaren Hydropower Station, Southwest China

Engineering Geology

Volumn 114, Issue 1-2, 2010, Pages 45-56

  Zhou, Jia Wen ^a   Xu, Wei Ya ^b   Yang, Xing Guo ^a   Shi, Chong ^b   Yang, Zhao Hui ^c  

^a SICHUAN UNIVERSITY   (China)

^b HOHAI UNIVERSITY   (China)

^c UNIVERSITY OF ALASKA ANCHORAGE   (United States)

Author keywords

Deformation and failure mechanisms; Earthquake; Landslides; Rainfall; Retrospective analysis; Slope stability

Indexed keywords

COHESION STRENGTH; CURRENT SLOPE; DEFORMATION AND FAILURE MECHANISM; DEFORMATION AND FAILURE MECHANISMS; FAILURE MECHANISM; FRICTION ANGLES; HYDROPOWER STATIONS; LANDSLIDE DEPOSITS; PLANT SITES; RAINFALL; RAINFALL CONDITION; RAINY SEASONS; RETROSPECTIVE ANALYSIS; SHEAR STRENGTH PARAMETERS; SLIDING SURFACE; SOUTHWEST CHINA; TENSILE FRACTURES; TENSION CRACKS;

CRACKS; DEFORMATION; EARTHQUAKES; FAILURE ANALYSIS; HYDROELECTRIC POWER; HYDROELECTRIC POWER PLANTS; LANDSLIDES; QUALITY ASSURANCE; RAIN; SHEAR STRENGTH; SITE SELECTION; SLOPE PROTECTION; STABILITY; TENSILE STRENGTH;

FRACTURE;

DEFORMATION MECHANISM; EARTHQUAKE; FAILURE MECHANISM; FRACTURE ZONE; HYDROELECTRIC POWER PLANT; LANDSLIDE; RAINFALL; SHEAR STRENGTH; SLIDING; SLOPE FAILURE; SLOPE STABILITY;

CHINA;

EID: 77953610382     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2010.04.001     Document Type: Article

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