Numerical simulation of mitigation for liquefaction-induced soil deformations in a sandy ground improved by cement grouting

Author:

Huang Yu,Zhang Feng,Yashima Atsushi,Ye Weimin

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,Earth and Planetary Sciences (miscellaneous),General Engineering,General Environmental Science,Water Science and Technology,Environmental Chemistry

Reference17 articles.

1. Adalier K, Pamuk A, Zimmie TF (2004) Earthquake retrofit of highway/railway embankments by sheet-pile walls. Geotech Geol Eng 22:73–88

2. Akai K, Tamura T (1978) Numerical analysis of multi-dimensional consolidation accompanied with elaso-plastic constitutive equation. Proc Jpn Soc Civ Eng 269:98–104 (in Japanese)

3. Biot MA (1956) Theory of propagation of waves in a fluid saturated porous solid. J Acoust Soc Am 28:168–191

4. Huang Y, Zhang F, Yashima A, Sawada K, Ye GL, Kubota N (2004) Three-dimensional numerical simulation of pile-soil seismic interaction in saturated deposits with liquefiable sand and soft clay. In: Yao ZH, Yuan MW, Zhong WX (eds) Proceedings of the 6th world congress on computational mechanics in conjunction with the 2nd Asian–Pacific conference on computational mechanics. Tsinghua University Press and Springer, Beijing, paper no. 274

5. Huang Y, Yashima A, Zhang F, Sawada K (2006) Numerical simulation for earthquake liquefaction of soil embankments In: Liu GR, Tan VBC, Han X (eds) Proceedings of the 1st international conference on computational methods, computational methods, Springer, Dordrecht, pp 269–273

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