Analysis and discussion of failure mechanism and fracture surface of slope under earthquake

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

Volumn 28, Issue 8, 2009, Pages 1714-1723

  Zheng, Yingren ^a,b   Ye, Hailin ^a,c   Huang, Runqiu ^c  

^a ARMY ENGINEERING UNIVERSITY OF PLA   (China)

^b Chongqing Engineering and Technology Research Center of Geological Hazard Prevention and Treatment   (China)

^c CHENGDU UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Dynamic finite difference method; Earthquake; Failure mechanism; Fracture surface; Slope engineering

Indexed keywords

DYNAMIC EFFECTS; DYNAMIC STABILITY ANALYSIS; DYNAMIC STRENGTH; DYNAMIC TIME; FAILURE MECHANISM; FAILURE SURFACE; FRACTURE SURFACE; FRACTURE SURFACES; FRACTURE ZONE; LIMIT EQUILIBRIUM METHODS; PSEUDOSTATIC METHOD; SEISMIC LOAD; SHEAR FAILURE; SLIDING SURFACE; SLOPE ENGINEERING; SOIL MASS; STABILITY ANALYSIS OF SLOPE; TENSION FAILURE; WENCHUAN EARTHQUAKE;

DYNAMIC ANALYSIS; EARTHQUAKES; FAILURE ANALYSIS; FINITE DIFFERENCE METHOD; HYDROGEN EMBRITTLEMENT; QUALITY ASSURANCE; SAFETY FACTOR; SLOPE PROTECTION; SLOPE STABILITY; TENSILE STRENGTH;

FRACTURE;

EID: 69249236956     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (16)

1. LIU Hongshuai, BO Jingshan, LIU Dedong. Review on study of seismic stability analysis of rock-soil slopes[J]. Earthquake Engineering and Engineering Vibration, 2005, 25(1): 164-171. (in Chinese)
2. CRESPELLANI T, MADIAI C, VANNUCHI G. Earthquake destructiveness potential factor and slope stability[J]. Geotechnique, 1998, 48(3): 411-419.
3. WRIGHT S G, RATHJE E M. Triggering mechanisms of slope instability and their relationship to earthquakes and tsunamis[J]. Pure and Applied Geophysics, 2004, 160(11): 1865-1877.
4. HAVENITH H B, VANINI M, JONGMANS D. Initiation of earthquake-induced slope failure: influence of topographical and other site specific amplification effects[J]. Journal of Seismology, 2003, 7(3): 397-412.
5. QI Shengwen, WU Faquan, LIU Chunling, et al. Engineering geology analysis of stability of slope under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(16): 2792-2797. (in Chinese)
6. CHEN T C, LIN M L, HUNG J J. Pseudostatic analysis of Tsao-Ling rockslide caused by Chi-Chi earthquake[J]. Engineering Geology, 2004, 71(1): 31-47.
7. BAKER R, SHUKHA R, OPERSTEIN V, et al. Stability charts for pseudo-static slope stability analysis[J]. Soil Dynamics and Earthquake Engineering, 2006, 26(9): 813-823.
8. LIU Hanlong, FEI Kang, GAO Yufeng. Time-history analysis method of slope seismic stability[J]. Rock and Soil Mechanics, 2003, 24(4): 553-556. (in Chinese)
9. WANG F W, CHENG Q G, LYNN H, et al. Preliminary investigation of some large landslides triggered by Wenchuan earthquake in 2008, Sichuan Province, China[J]. Landslides, 2009, 6(1): 47-54.
10. LI X P, SIMING H E. Seismically induced slope instabilities and the corresponding treatments: the case of a road in the Wenchuan earthquake hit region[J]. Journal of Mountain Science, 2009, 6(1): 96-100.
11. XU Qiang, HUANG Runqiu. Kinetics characteristics of large landslides triggered by May 12th Wenchuan earthquake[J]. Journal of Engineering Geology, 2008, 16(6): 721-729. (in Chinese)
12. ZHENG Y R, DEN C J, TANG X S, et al. Development of finite element limiting analysis method and its application to geotechnical engineering[J]. Engineering Sciences, 2007, 3(5): 10-36.
13. ZHENG Yingren, ZHAO Shangyi, ZHANG Luyu. Slope stability analysis by strength reduction FEM[J]. Engineering Science, 2002, 4(10): 57-62. (in Chinese)
14. Itasca Consulting Group, Inc.. Fast Lagrangian analysis of continua in three dimensions (version 3.0) user's manual[R]. [S.l.]: Itasca Consulting Group, Inc., 2003.
15. ZHAO Shangyi, ZHENG Yingren, ZHANG Yufang. Study on slope failure criterion in strength reduction finite element method[J]. Rock and Soil Mechanics, 2005, 26(2): 332-336. (in Chinese)
16. LIN M L, WANG K L. Seismic slope behavior in a large-scale shaking table model test[J]. Engineering Geology, 2006, 86(2): 118-133.