Mechanism of deep cracks in the left bank slope of Jinping first stage hydropower station

Engineering Geology

Volumn 73, Issue 1-2, 2004, Pages 129-144

  Qi, Shengwen ^a   Wu, Faquan ^a   Yan, Fuzhang ^a   Lan, Hengxing ^b  

^a INSTITUTE OF GEOLOGY AND GEOPHYSICS   (China)

^b INSTITUTE OF GEOGRAPHIC SCIENCES AND NATURAL RESOURCES RESEARCH   (China)

Author keywords

Deep cracks; Jinping first stage hydropower station; Mechanism; Unload

Indexed keywords

CRACKS; DEFORMATION; GEOLOGY; ROCKS;

BANK SLOPES; HYDROPOWER STATIONS;

SLOPE PROTECTION;

CRACKING; DAM CONSTRUCTION; HYDROELECTRIC POWER PLANT; SLOPE FAILURE; UNLOADING;

ASIA; CHINA; EURASIA; FAR EAST; SICHUAN; YALONG RIVER;

EID: 1842713131     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2003.12.005     Document Type: Article

References (6)

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4. Wu, F., Qi, S., 2001. Report of numerical simulation study on mechanism of deep cracks as well as their influence to stability and deformation of the left abutment slope of Jinping first stage hydropower station (in Chinese).
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