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论文类型：期刊论文

发表时间：2009-12-01

发表刊物：JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY

收录刊物：SCIE、EI、Scopus

卷号：16

期号：6

页面范围：1006-1013

ISSN号：1005-9784

关键字：hypoplasticity; constitutive model; stress path; triaxial drained test; rockfill

摘要：An incrementally nonlinear hypoplastic constitutive model was introduced, which was developed without recourse to the concepts in elastoplasticity theory such as yield surface, plastic potential and the decomposition of the deformation into elastic and plastic parts. Triaxial drained tests on rockfill were conducted on a large scale triaxial apparatus under two types of stress paths, which were the stress paths of constant stress ratio and the complex stress paths with transitional features. Motivated by the effect of stress path, the Gudehus-Bauer hypoplastic model was improved by considering the parameter variations with different ratios of stress increment. Fitting parameter alpha presents a piecewise linear relationship with cosine of the slope angle theta determined by instantaneous stress path. The improved hypoplastic model can present peak stress increasing and volumetric strain changing from dilatancy to contractancy with the increase of transitional confining pressure sigma (3t) and the decrease of slope angle theta of stress path. Compared with the test data, it is shown that the model is capable of fully considering the effect of stress path on rockfill.