The stress-strain behaviour of granular materials can be modelled with hypoplastic constitutive relations. A hypoplastic model is briefly introduced for the axially symmetric case, and a procedure for the determination of its parameters is described in detail. It is shown, for several sands and one gravel, that all parameters of the hypoplastic model are closely related to the granulometric properties of grain assemblies. Recalculations of some element tests are presented in order to verify the proposed procedure. Copyright (C) 1999 John Wiley & Sons, Ltd.
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Xi An Jiao Tong Univ, Dept Civil Engn, Xian 710049, Shaanxi, Peoples R China
Univ Bodenkultur Wien, Inst Geotech, Feistmantelstr 4, A-1180 Vienna, AustriaXi An Jiao Tong Univ, Dept Civil Engn, Xian 710049, Shaanxi, Peoples R China
He, Yu-Qi
Wang, Shun
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Wuhan Univ, Inst Engn Risk & Disaster Prevent, State Key Lab Water Resources & Hydropower Engn Sc, 299 Rd, Wuhan 430072, Peoples R ChinaXi An Jiao Tong Univ, Dept Civil Engn, Xian 710049, Shaanxi, Peoples R China
Wang, Shun
Liao, Hong-Jian
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Xi An Jiao Tong Univ, Dept Civil Engn, Xian 710049, Shaanxi, Peoples R ChinaXi An Jiao Tong Univ, Dept Civil Engn, Xian 710049, Shaanxi, Peoples R China
Liao, Hong-Jian
Wu, Wei
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Univ Bodenkultur Wien, Inst Geotech, Feistmantelstr 4, A-1180 Vienna, AustriaXi An Jiao Tong Univ, Dept Civil Engn, Xian 710049, Shaanxi, Peoples R China