Stress–strain response of soft clay to traffic loading
نویسندگان
چکیده
منابع مشابه
Harmonic Response of Pile Groups to Dynamic Loading
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Abstract—Numerical study of the static response of homogeneous clay stratum considering a wide range of cohesion and subject to foundation loads is presented. The linear elastic–perfectly plastic constitutive relation with the von Mises yield criterion were utilised to develop a numerically cost effective finite element model for the soil while imposing a rigid body constrain to the foundation ...
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ژورنال
عنوان ژورنال: Géotechnique
سال: 2017
ISSN: 0016-8505,1751-7656
DOI: 10.1680/jgeot.15.p.224