Centrifuge model test of earthquake countermeasures for deposit-on-slope

Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University

Volumn 43, Issue 3, 2008, Pages 335-340

  Yang, Ming ^a   Yao, Lingkan ^a   Wang, Jian ^a   Yang, Qinghua ^a  

^a SOUTHWEST JIAOTONG UNIVERSITY   (China)

Author keywords

Centrifuge model test; Deposit on slope; Horizontal seismic force; Numerical simulation; Pseudo static method

Indexed keywords

CENTRIFUGATION; CENTRIFUGES; COMPUTER SIMULATION; DEPOSITS; EARTHQUAKES; ELASTICITY; PILES; SEISMOLOGY; TESTING;

ANCHOR BOLTS; ANTI-SLIDE PILES; CENTRIFUGE MODEL TESTS; COLLAPSE (DRYING); EARTHQUAKE COUNTERMEASURES; EARTHQUAKE INTENSITY; EXPERIMENTAL RESULTS; FAILURE MECHANISMS; IN ORDER; NUMERICAL SIMULATIONS; PSEUDO STATIC METHOD; SLOPE REINFORCEMENT;

REINFORCEMENT;

EID: 46449090887     PISSN: 02582724     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

1. BAO Chenggang, RAO Xibao. Principle of the geotechnical centrifuge model test[J]. Journal of Yangtze River Scientific Research Institute, 1998, 15(2): 2-7.
2. YANG Qinghua, YAO Lingkan, QI Ying, et al. Analysis of self-organized criticality of centrifugal model tests on granular mixtures and earthquake effect[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(11): 1630-1635.
3. CHENG Changkai, RUAN Yongfen, XIONG Enlai. Dynamic analysis method of slope stability in earthquake function[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(7): 1054-1057.
4. ZHANG Lei, GU Wenhong, WEN Qian, et al. Three-dimensional numerical simulation study on rock slope stability[J]. Chinese Journal of Under Ground Space and Engineering, 2007, 3(6): 1104-1108.