Damage to Civil Engineering Structures with an Emphasis on Rock Slope Failures and Tunnel Damage Induced by the 2008 Wenchuan Earthquake

Author:

Aydan Ö., ,Hamada M.,Itoh J.,Okubo K., , ,

Abstract

The Great Wenchuan (Sichuan) Earthquake of 2008 occurred in Wenchuan County, Sichuan Province, China, extensively damaging buildings and infrastructures, caused natural and cut slope failures, and over 85,000 people lost their lives. We present an overview of the damage to civil engineering structures, emphasizing slope failures and tunnel damage. Damage to civil engineering structures was due mainly to high strong ground motion and permanent ground deformation resulting from the earthquake fault’s diluted deformation front. After discussing damage to bridges and viaducts, we classify slope failures, landslides, and possible causative mechanisms. We then introduce slope-rehabilitation measures. And then damage to tunnels, which are generally resistant to earthquakes, are explained together with mitigation measures.

Publisher

Fuji Technology Press Ltd.

Subject

Engineering (miscellaneous),Safety, Risk, Reliability and Quality

Reference18 articles.

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2. Ö. Aydan, “The Stabilisation of Rock Engineering Structures by Rockbolts,” Doctorate Thesis, Nagoya University, 204p, 1989.

3. Ö. Aydan, “Strong motions, ground liquefaction and slope instabilities caused by Kashmir Earthquake of October 8, 2005 and their effects on settlements and buildings,” Bulletin of Engineering Geology. No. 23(15-34), 2006)

4. Ö. Aydan and M. Hamada, “Damage to Civil Engineering Structures by Oct. 8, 2005 Kashmir Earthquake and Recommendations for Recovery and Reconstruction,” Journal of Disaster Research, Vol.1, No.3 pp. 1-9, 2006.

5. Ö. Aydan and Y. Ohta, “The characteristics of ground motions in the neighbourhood of earthquake faults and their evaluation. Symposium on the Records and Issues of Recent Great Earthquakes in Japan and Overseas,” EEC-JSCE, Tokyo, pp. 114-120, 2006.

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