国家自然科学基金(s51161130523)

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相关期刊：《Acta Mechanica Solida Sinica》更多>>
相关主题：BEHAVIOURANISOTROPYSOILPHASE_TRANSFORMATIONMICROMECHANICS更多>>
相关领域：建筑科学更多>>
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MICROMECHANICAL MODELLING OF PHASE TRANSFORMATION BEHAVIOUR OF A TRANSITIONAL SOIL
《Acta Mechanica Solida Sinica》2014年第3期259-275,共17页Chuang Yu Zhenyu Yin Dongmei Zhang 
supported by the Research Fund for the Doctoral Program of Higher Education of China(No.20110073120012);the Shanghai Pujiang Talent Plan(No.11PJ1405700);the National Natural Science Foundation of China(Nos.41240024,41372285 and 41372264);the Zhejiang Provincial Natural Science Foundation of China(No.1LY13E080013);the NSFC/ANR Joint Research Scheme(Nos.51161130523 and RISMOGEO)
Experiments show that silts and silty soils exhibit contraction followed by dilation during shearing and the slope of failure line decreases at large strains, termed as phase transformation behaviour. This paper is to...
关键词：MICROMECHANICS SILTS constitutive models elastoplasticity ANISOTROPY simulation 
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