Excess pore pressure generation in silty sands subjected to cyclic triaxial loading
Author:
Affiliation:
1. Zhejiang University
2. The University of Hong Kong
3. Hangzhou City University
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/17/10_v10.OS-6-01/_pdf
Reference16 articles.
1. 1) Been, K. and Jefferies, M. G. (1985): A state parameter for sands, Géotechnique, 35 (2), 99–112.
2. 2) Berrill, J. B. and Davis, R. O. (1985): Energy dissipation and seismic liquefaction of sands: revised model, Soils and Foundations, 25 (2), 106–118.
3. 3) Booker, J. R., Rahman, M. S. and Seed, H. B. (1976): A Computer Program for the Analysis of Pore Pressure Generation and Dissipation During Cyclic or Earthquake Loading, Report No. EERC76-24, Berkley, US.
4. 4) Castro, G. (1969): Liquefaction of sands. PhD Thesis, Harvard University.
5. 5) Davis, R. O. and Berrill, J. B. (1982): Energy dissipation and seismic liquefaction in sands, Earthquake Engineering and Structural Dynamics, 10 (1), 59–68.
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