Dynamic Response of Curved Wall LTSLS Under the Interaction of Rainwater Seepage and Earthquake

Author:

Cheng Xuansheng,Feng Huan,Qi Shangrong,Zhang Xiaoyan,Liu Bo

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference36 articles.

1. Anastasopoulos I, Gerolymos N, Drosos V et al (2007) Nonlinear response of deep immersed tunnel to strong seismic shaking. J Geotech Geoenviron Eng 133(9):1067–1090

2. Chen L (2010) Experimental study on maximum dynamic elastic modulus of unsaturated loess. J Anhui Agric Sci 38(11):6036–6037

3. Chen LW, Peng JB, Fan W (2007) Stability of loess-hidden hole under earthquake. J Chang’an Univ 27(6):34–38

4. Cheng XS, Zheng YR (2011) Calculation discussion about safety factor of unlined loess tunnel wall rock structure under earthquake. Rock Soil Mech 32(3):761–766

5. Cheng XS, Tian RR, Wang JL et al (2010) Static and seismic stability analysis of soil surrounding tunnel about large-span unlined egg-shaped loess tunnel. China Civil Eng J 43(S):582–587

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