Investigation of monotonic and cyclic behavior of sand using a bounding surface plasticity model
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
http://link.springer.com/article/10.1007/s12517-018-3389-6/fulltext.html
Reference27 articles.
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2. Castro G, Poulos SJ (1977) Factors affecting liquefaction and cyclic mobility. J Geotech Eng Div 103(6):501–516
3. Cheng Z, Jeremic B (2009) Numerical modeling and simulation of pile in liquefiable soil. Soil Dyn Earthq Eng 29(11-12):1405–1416. https://doi.org/10.1016/j.soildyn.2009.02.008
4. Choobbasti AJ, Zahmatkesh A (2016) Computation of degradation factors of p-y curves in liquefiable soils for analysis of piles using three-dimensional finite-element model. Soil Dyn Earthq Eng 89:61–74. https://doi.org/10.1016/j.soildyn.2016.07.017
5. Dafalias YF (1986) Bounding surface plasticity: I. Mathematical foundation and hypo-plasticity. J Eng Mech 112(9):966–987. https://doi.org/10.1061/(ASCE)0733-9399(1986)112:9(966)
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