Seismic stability of loess tunnels under the effects of rain seepage and a train load

Author:

Cheng XuanSheng,Ma Liang,Yu DongPo,Fan Jin,Li De

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Materials Science

Reference41 articles.

1. Xian D Q. Analysis of main causes of foundation engineering accidents (in Chinese). Mineral Explor, 2004, 7: 11–13

2. Pan C S, Pande G N. Analysis of dynamic load response of loess tunnel by finite element method (in Chinese). China Civil Eng J, 1984: 21–30

3. Xie W P, Wang G B, Yu Y L. Calculation of soil deformation caused by moving load (in Chinese). Chin J Geotech Eng, 2004, 2: 318–322

4. Bian X C. Dynamic response analysis of foundation and tunnel under moving load of high speed train (in Chinese). Dissertation of Doctoral Degree. Zhejiang: Zhejiang University, 2005

5. Li L, Zhang B Q, Yang X L. Dynamic response analysis of large section tunnel under vibration load of high speed train (in Chinese). Chin J Rock Mech Eng, 2005, 24: 4259–4265

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