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Volumn 43, Issue 3, 2011, Pages 33-38

Long-term deformation prediction of 300 m high rockfill dams

Author keywords

300 m high rockfill dam; Creep of rockfill; Hydraulic engineering; Long term deformation; Scale effect

Indexed keywords

CREEP DEFORMATIONS; FEM ANALYSIS; HIGH ROCKFILL DAM; HYDRAULIC ENGINEERING; LABORATORY TESTING; LONG-TERM DEFORMATION; NORMAL OPERATIONS; NUMERICAL SIMULATION; POWER FUNCTIONS; ROCK FILLS; ROCK-FILL DAM; SCALE EFFECT; SCALE EFFECTS;

EID: 79957983584     PISSN: 10093087     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (9)

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    • A study of optimal construction scheme of high concrete face rockfill dam in consideration of rockfill creep effect
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.