Geomechanical model test on stability of arch dam abutment under complex geological conditions

Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition)

Volumn 36, Issue 6, 2004, Pages 1-5

  Zhang, Lin ^a   Liu, Xiao Qiang ^a   Chen, Jian Ye ^a   Hu, Cheng Qiu ^a  

^a SICHUAN UNIVERSITY   (China)

Author keywords

Abutment stability; Comprehensive method test; Concrete arch dam; Geomechanical model test; Stability failure mechanism

Indexed keywords

ABUTMENTS (BRIDGE); CONCRETE DAMS; FAILURE ANALYSIS; GEOLOGY; MATHEMATICAL MODELS; STABILITY;

ABUTMENT STABILITY; COMPREHENSIVE METHOD TEST; CONCRETE ARCH DAMS; GEOMECHANICAL MODEL TEST; LEFT ABUTMENT; STABILITY FAILURE MECHANISM;

ARCH DAMS;

EID: 12444285760     PISSN: 10093087     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (5)

1. Zhang Lin, Fan Jingwei, He Jiangda. Damage mechanism study arch dam of rock mass with intermittent joints [J]. Journal Sichuan University (Engineering Science Edition), 2000, 32(1): 7-11.
2. Li Chaoguo, Hu Chenqiu. The study on experiments of a three dimensional geological mechanics model for the foundation stability of basic RCC gravity dam on the Right River [J]. Hongshui River, 1997, 16(2): 1-6.
3. Li Chaoguo, Zhang Lin, Hu Chengqiu. The study on destruction test of Puding RCC arch dam [J]. Water Power, 1996, (1): 63-65,55