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• W2766019650 abstract "The strain space multiple mechanism model, which was originally developed for the cyclic behavior of granular materials such as sand, is adapted to idealize the stress–strain behavior of clay under monotonic and cyclic loads. Compared to the conventional elasto-plastic models of the Cam-clay type, advantages of the proposed model include (1) the arbitrary initial K0 state can be analyzed by static gravity analysis, (2) the stress-induced anisotropy (i.e., the effect of initial shear) in the steady (critical) state can be analyzed based on Shibata’s dilatancy model (Ann Disaster Prev Res Inst Kyoto Univ 6:128–134, 1963), (3) over-consolidated clay can be analyzed by defining the dilatancy at the steady state based on the over-consolidation ratio, and (4) the strain-rate effects for monotonic and cyclic shears can be analyzed based on the Isotach/TESRA model proposed by Tatsuoka et al. (Soils Found 42(2):103–129, 2002) in a strain rate ranging from zero to infinity as well as by the conventional strain-rate effects of the secondary consolidation (creep) type. Simulations of the drained/undrained behaviors of clay under monotonic and cyclic loadings are used to demonstrate the performance of the proposed model." @default.
• W2766019650 created "2017-11-10" @default.
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• W2766019650 date "2017-10-18" @default.
• W2766019650 modified "2023-09-28" @default.
• W2766019650 title "Modelling of Cohesive Soils: Soil Element Behaviors" @default.
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• W2766019650 doi "https://doi.org/10.1007/978-3-319-62069-5_15" @default.
• W2766019650 hasPublicationYear "2017" @default.
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