Investigation and Analysis on Seismic Damages of Mountain Tunnels Subjected to Wenchuan Earthquake

Author:

Tao Shang Jiang1,Gao Bo1,Wen Yu Min1,Zhou Xiang1

Affiliation:

1. Southwest Jiaotong University

Abstract

Wenchuan earthquake of May 12 struck China with amazement in 2008, which inflicted the devastating destruction to the public transport infrastructures in Sichuan province. Generally speaking, underground structures have the stronger seismic resistance performance compared to ground-level structures. However, seismic disasters of mountain tunnels were fairly conspicuous after the earthquake. Based on the references about tunnel earthquake damages at home and abroad (Dowding and Rozen, 1978; Huo, 2005; Rozen, 1976; Youssef, 2001; wang, 2001), more attentions should be paid to the prevention and mitigation of tunnel seismic hazards under severe intensity earthquakes. This paper describes some typical earthquake damages to mountain tunnels during Wenchuan earthquake and presents the basic characteristics of the tunnel seismic damage as well. Meanwhile, the possible reasons for the seismic damage and the corresponding measures for relieving or resisting the damage are also given.

Publisher

Trans Tech Publications, Ltd.

Reference12 articles.

1. C.H. Dowding, A. Rozen, Damage to rock tunnels from earthquake shaking, Geotechnical Engineering and Mechanics, ASCE, (1978) 175-191.

2. H.B. Huo, Seismic design and analysis of rectangular underground structures, Purdue University PHD Thesis, USA, (2005).

3. A. Rozen, Reaponse of rock tunnels to earthquake shaking, Massachusetts Institute of Technology Master Thesis, USA, (1976).

4. M.A. Youssef, et al., Seismic design and analysis of underground structures, Tunnelling and Underground Space Technology 16(2001) 247-293.

5. S.Z. Hong, Overview of essential characteristics of Wenchuan Eearthquake, in: S.W. Song (Eds. ), Analysis and investigation on seismic damages of projects subjected to Wenchuan Earthquake, Science press, Beijing, 2009, pp.56-71.

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