Responses of reinforced concrete pile group in two-layered liquefied soils: shake-table investigations-Reference-Cited by-同舟云学术

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Responses of reinforced concrete pile group in two-layered liquefied soils: shake-table investigations

Published:2015-02 Issue:2 Volume:16 Page:93-104
ISSN:1673-565X
Container-title:Journal of Zhejiang University-SCIENCE A
language:en
Short-container-title:J. Zhejiang Univ. Sci. A

Author:

Su Lei,Tang Liang,Ling Xian-zhang,Ju Neng-pan,Gao Xia

Funder

National Basic Research Program (973) of China

Zhejiang Provincial Natural Science Foundation of China

Publisher

Zhejiang University Press

Subject

General Engineering

Link

http://link.springer.com/content/pdf/10.1631/jzus.A1400093.pdf

Reference30 articles.

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3. Audemard M.F.A., Gómez, J.C., Tavera, H.J., et al., 2005. Soil liquefaction during the Arequipa Mw 8.4, June 23, 2001 earthquake, southern coastal Peru. Engineering Geology, 78(3–4):237–255. [doi: 10.1016/j.enggeo.2004.12.007 ]

4. Brandenberg, S.J., Boulanger, R.W., Kutter, B.L., et al., 2005. Behavior of pile foundations in laterally spreading ground during centrifuge tests. Journal of Geotechnical and Geoenvironmental Engineering, 131(11):1378–1391. [doi: 10.1061/(ASCE)1090-0241(2005)131:11(1378) ]

5. Chau, K.T., Shen, C.Y., Guo, X., 2009. Nonlinear seismic soil-pile-structure interactions: shaking table tests and FEM analyses. Soil Dynamics and Earthquake Engineering, 29(2):300–310. [doi: 10.1016/j.soildyn.2008.02.004 ]

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