Cyclic Behavior of Sand under Traffic Loading with ‘Inclined’ Consolidation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-0892-1.pdf
Reference35 articles.
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3. Cai Y, Sun Q, Guo L, Juang CH, Wang J (2015) Permanent deformation characteristics of saturated sand under cyclic loading. Canadian Geotechnical Journal 52:795–807, DOI: https://doi.org/10.1139/cgj-2014-0341
4. Cai Y, Guo L, Jardine R, Yang Z, Wang J (2017) Stress-strain response of soft clay to traffic loading. Géotechnique 67:446–51, DOI: https://doi.org/10.1680/jgeot.15.P.224
5. Cai Y, Wu T, Guo L, Wang J (2018b) Stiffness degradation and plastic strain accumulation of clay under cyclic load with principal stress rotation and deviatoric stress variation. Journal of Geotechnical and Geoenvironmental Engineering 144:04018021, DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0001854
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