Seismic analysis of stone column improved liquefiable ground using a plasticity model for coarse-grained soil

Author:

Zou You-Xue,Zhang Jian-Min,Wang RuiORCID

Funder

Tsinghua University

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference63 articles.

1. Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes;Seed;J. Geotech. Eng. Division, ASCE,1979

2. Hamada M. Large ground deformations and their effects on lifelines: 1964 Niigata earthquake case studies of liquefaction and lifelines performance during past earthquake. Technical Report NCEER-92-0001. Buffalo: National Centre for Earthquake Engineering Research; 1992.

3. R.B. Seed K.O. Cetin R.E.S. Moss A.M. Kammerer J. Wu J.M. Pestana M.F. Riemer Recent advances in soil liquefaction engineering and seismic site response evaluation 2001 San Diego, California 1 45.

4. Characteristics of liquefaction in Tokyo Bay area by the 2011 Great East Japan Earthquake;Yasuda;Soils Found.,2012

5. Stabilization of potentially liquefiable sand deposits using gravel drains;Seed;J. Geotech. Eng. Division, ASCE,1977

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