Key problems of foundation failure, reinforcement and stability for superhigh arch dams

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering

Volumn 30, Issue 10, 2011, Pages 1945-1958

  Lin, Peng ^a   Wang, Renkun ^b   Kang, Shengzu ^a   Zhang, Haichao ^a   Zhou, Weiyuan ^a  

^a TSINGHUA UNIVERSITY   (China)

^b HydroChina Chengdu Engineering Corporation   (China)

Author keywords

Foundation failure; Hydraulic engineering; Mechanical parameter of rock mass; Reinforcement; Stability analysis; Superhigh arch dam

Indexed keywords

ALTERED ROCK; CRACKING PROBLEM; DAM DESIGN; EXPERIMENTAL INVESTIGATIONS; HYDRAULIC ENGINEERING; JOINTED ROCK; MECHANICAL PARAMETERS; MICRO-MACRO; NONLINEAR ANALYSIS METHODS; PRACTICAL ENGINEERING; RESEARCH METHODS; STABILITY ANALYSIS; STABILITY EVALUATION; STABILITY MECHANISMS; SUPERHIGH ARCH DAM; TRANSFER METHOD;

ARCH DAMS; ARCHES; CONCRETE CONSTRUCTION; CONCRETE DAMS; FOUNDATIONS; HYDRAULIC STRUCTURES; HYDRAULICS; NONLINEAR ANALYSIS; NUMERICAL METHODS; REINFORCEMENT; ROCKS; SAFETY ENGINEERING; SHORE PROTECTION; STABILITY;

DESIGN;

EID: 80355146701     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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