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contributor authorZdeněk P. Bažant
contributor authorJin‐Keun Kim
date accessioned2017-05-08T20:34:16Z
date available2017-05-08T20:34:16Z
date copyrightApril 1986
date issued1986
identifier other%28asce%290733-9410%281986%29112%3A4%28458%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19897
description abstractUndrained constant‐volume creep of anisotropically consolidated specimens of clay is mathematically described by the microplane model, which is based on the assumption that the shear strain rates on the contact planes between mutually sliding clay platelets (the microplanes) are the resolved components of the macroscopic strain rate. Thus, the microstructure is assumed to be kinematically constrained. The rate of shear on the microplanes is assumed to be governed by activation energy (rate process theory). The matrix of the current viscosities is obtained as an integral over all spatial directions involving the shear strain rates for the microplanes. This integral, which is evaluated numerically as a summation, gives the dependence of the viscosity matrix on the applied macroscopic stress. Anisotropy of the clay is characterized by a function of the spherical angles describing the relative frequency of clay platelets of various orientations. This function can be approximately estimated from X‐ray diffraction measurements. The model involves only two material parameters for the stress dependence and one for the time decay of creep rate. Satisfactory fits of test data on remolded clay samples anisotropically consolidated in the laboratory are achieved, but applicability in the field remains experimentally unverified.
publisherAmerican Society of Civil Engineers
titleCreep of Anisotropic Clay: Microplane Model
typeJournal Paper
journal volume112
journal issue4
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1986)112:4(458)
treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 004
contenttypeFulltext


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