Elastic-Plastic Model for Saturated Sand
Author:
Affiliation:
1. Research Civ. Engr.; Geomechanics Div., Structures Lab., Waterways Experiment Station, Vicksburg, Miss
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/AJGEB6.0000784
Cited by 18 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Seismic Design of Piles in Liquefiable Soils;Springer Geology;2013
2. Effects of soil nonlinearity and liquefaction on seismic response of pile groups;International Journal of Geotechnical Engineering;2012-10
3. Experimental and theoretical investigation of the high-pressure, undrained response of a cohesionless sand;International Journal for Numerical and Analytical Methods in Geomechanics;2012-09-24
4. Effect of soil nonlinearity and liquefaction on dynamic stiffness of pile groups;International Journal of Geotechnical Engineering;2012-07
5. Effects of Separation on the Behavior of Soil-Pile Interaction in Liquefiable Soils;International Journal of Geomechanics;2012-02
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