Analysis on abutment aseismatic stability by using finite element and rigid body limit equilibrium method

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

Volumn 20, Issue 5, 2001, Pages 665-670

  Zhang, Boyan ^a   Chen, Houqun ^a  

^a China Institute of WRHR   (China)

Author keywords

Dam water foundation dynamic interaction; High arch dam; Stability analysis of arch dam abutment

Indexed keywords

ARCH DAMS; DEFORMATION; NUMERICAL METHODS; ROCK MECHANICS; SEISMOLOGY; STABILITY;

DISCONTINUOUS DEFORMATION ANALYSIS (DDA); DISTINCT ELEMENT METHOD (DEM); NUMERICAL MANIFOLD METHOD (NMM);

ABUTMENTS (BRIDGE);

EID: 0035466380     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (25)

1. Procedure for time-domain in seismic analyses of concrete dams
2. A computer model for simulating progressive large scale movement in blocky systems
3. A new discrete model for analysis of soil mechanics problem