Performance of embankments with rigid columns embedded in an inclined underlying stratum: centrifuge and numerical modelling

Author:

Zhou Haizuo,Zheng Gang,Liu Jifu,Yu Xiaoxuan,Yang Xinyu,Zhang Tianqi

Funder

National Key RD Program of China

Project of Tianjin Science and Technology Plan

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference58 articles.

1. Abusharar SW, Han J (2011) Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay. Eng Geol 120(1–4):103–110

2. Boulanger RW, Kutter BL, Brandenberg SJ, Singh P, Chang D (2003) Column foundations in liquefied and laterally spreading ground during earthquakes: centrifuge experiments analyses (No. UCD/CGM-03/01). Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, California

3. Broms BB (1999) Keynote lecture: design of lime, lime/cement and cement columns. In: International conference on dry mix methods: dry mix methods for deep soil stabilization, Stockholm, Sweden AA, Balkema, Rotterdam, Netherlands, pp 125–153

4. Cabrera MA, Wu W (2017) Experimental modelling of free-surface dry granular flows under a centrifugal acceleration field. Granul Matter 19(4):78

5. Cabrera M, Mathews J, Wu W (2016) Granular flows in the centrifuge. In: Proceedings of the 3rd European conference on physical modelling in geotechnics (EUROFUGE 2016)

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