Analysis of characteristics of geological hazards by "4.20" Lushan earthquake in Sichuan, China

Journal of Chengdu University of Technology (Science and Technology Edition)

Volumn 40, Issue 3, 2013, Pages 257-263

  Pei, Xiang Jun ^a   Huang, Run Qiu ^a  

^a CHENGDU UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Analysis of hazards; Characteristics; Collapse; Geological hazard; Lushan earthquake; Type

Indexed keywords

COLLAPSE; EARTHQUAKE EVENT; EARTHQUAKE TRIGGER; FAULT ZONE; HAZARD ASSESSMENT; SEISMIC HAZARD; TOPOGRAPHY;

CHINA; LONGMENSHAN FAULT ZONE; SICHUAN;

EID: 84882959379     PISSN: 16719727     EISSN: None     Source Type: Journal    
DOI: 10.3969/j.issn.1671-9727.2013.03.05     Document Type: Article

References (11)

1. Sichuan Lushan Longmen Town, more than 99% of houses collapsed, the affected population 1,520,000,[N/OL]. (2013-04-20). http://www. people, com.cn.
2. After "4.20" Lushan 7.0 earthquake, the fourth installment of geological disaster point [ EB/OL ]. [2013-05-03]. http://www.sced.cn.
3. ]Huang R Q, Tang C, Li Y, et al. Geo-hazard Assessment of the Wenchuan Earthquake[M]. Beijing: Science Press, 2009.
4. Huang R Q, Pei XJ, Li T B. Basic characteristic and formation mechanism of the largest scale landslide at Daguangbao occurred during the Wenchuan earthquake[J]. Journal of Engineering Geology, 2008, 16 (6): 730-741.
5. Yin Y P. Researches on the Geo-hazards triggered by Wenchuan earthquake, Sichuan[J]. Journal of Engineering Geology, 2008, 16 (4): 433-444.
6. Zhang Z Y, Wang S T, Wang L S, et al. Engineering Geology Analysis Principle[M], Beijing: Geological Publishing House, 2009.
7. Feng W K, Huang R Q, Xu Q. In-depth analysis of the seismic wave effect and slope shattered mechanism[J]. Northwestern Seismological Journal, 2011, 33 (1): 20-25.
8. Feng W K, Xu Q, Huang R Q. Preliminary study on mechanical mechanism of slope earthquake-induced deformation[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28 (S1): 3124-3130.
9. Yin Y P, Wang M, Li B, et al. Dynamic response characteristics of Daguangbao landslide triggered by Wenchuan earthquake[J]. Rock Mechanics and Engineering, 2012, 31 (10): 1969-1982.
10. Xu Q, Pei X J, Huang R Q, et al. Large Landslide Research in Wenchuan Earthquake [M]. Beijing: Science Press, 2009.
11. Pei X J, Huang R Q, Li S G. Study of dynamic response of bridge pier shocked by falling rock induced by intensive earthquake [J]. Rock Mechanics and Engineering, 2011, 30 (S2): 3995-4001.