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Volumn 5, Issue 4, 2008, Pages 379-386

Mechanism for the rapid motion of the qianjiangping landslide during reactivation by the first impoundment of the Three Gorges dam reservoir, China

Author keywords

Clay; Landslide; Rapid motion; Rate effect; Ring shear tests; Silt; Water soil interaction

Indexed keywords

CLAY MINERALS; CREEP; DAMS; FAILURE ANALYSIS; HYDRAULIC STRUCTURES; LANDSLIDES; QUALITY ASSURANCE; RESERVOIRS (WATER); SILT; SLOPE STABILITY; SOILS; TESTING; WATER LEVELS;

EID: 55849131083     PISSN: 1612510X     EISSN: 16125118     Source Type: Journal    
DOI: 10.1007/s10346-008-0130-7     Document Type: Article
Times cited : (114)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.