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Volumn 42, Issue 2, 2005, Pages 261-275
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A risk-based approach for the design of rock slopes subject to multiple failure modes - Illustrated by a case study in Hong Kong
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Author keywords
[No Author keywords available]
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Indexed keywords
FAILURE ANALYSIS;
HIGHWAY ENGINEERING;
PROBABILITY DISTRIBUTIONS;
RISK ASSESSMENT;
SAFETY FACTOR;
STANDARDS;
INDUSTRIAL FACILITIES;
RISK ACCEPTANCE CRITERIA;
ROCK SLOPES;
SLOPE FAILURE;
ROCK MECHANICS;
CUTTING;
ROAD CONSTRUCTION;
ROCK MECHANICS;
ROCKFALL;
SLOPE STABILITY;
ASIA;
CHINA;
EASTERN HEMISPHERE;
EURASIA;
FAR EAST;
HONG KONG;
WORLD;
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EID: 12344257943
PISSN: 13651609
EISSN: None
Source Type: Journal
DOI: 10.1016/j.ijrmms.2004.09.014 Document Type: Article |
Times cited : (27)
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References (10)
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