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Effects of axial cyclic loading at constant confining pressures on deformational characteristics of anisotropic argillite 被引量:2

Effects of axial cyclic loading at constant confining pressures on deformational characteristics of anisotropic argillite
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摘要 Triaxial cyclic loading tests have been performed to assess the influence of plastic deformation on inelastic deformational properties of anisotropic argillite with bedding planes which is regarded as a kind of transversely isotropic media.Considering argillite's anisotropy and inelastic deformational properties,theoretical formulae for calculating oriented elastic parameters were deduced by the unloading curves,which can be better fitted for the description of its elasticity than loading curves.Test results indicate that with the growth of accumulated plastic,strain,the apparent elastic modulus of argillite decreases in a form of exponential decay function,whereas the apparent Poisson ratio increase in a form of power equation.A ratio of unloading recoverable strain to the total strain increment occurred during a loading cycle is defined to illustrate the characteristic relations between anisotropic coupled elasto-plastic deformation and plastic strain.It is significant to observe that high stress level and plastic history have an inhibiting effect on argillite anisotropy. Triaxial cyclic loading tests have been performed to assess the influence of plastic deformation on inelastic deformational properties of anisotropic argillite with bedding planes which is regarded as a kind of transversely isotropic media. Considering argillite's anisotropy and inelastic deformational properties, theoretical formulae for calculating oriented elastic parameters were deduced by the unloading curves, which can be better fitted for the description of its elasticity than loading curves. Test results indicate that with the growth of accumulated plastic, strain, the apparent elastic modulus of argillite decreases in a form of exponential decay function, whereas the apparent Poisson ratio increase in a form of power equation. A ratio of unloading recoverable strain to the total strain increment occurred during a loading cycle is defined to illustrate the characteristic relations between anisotropic coupled elasto-plastic deformation and plastic strain. It is significant to observe that high stress level and plastic history have an inhibiting effect on argillite anisotropy.
出处 《Journal of Central South University》 SCIE EI CAS 2013年第3期799-811,共13页 中南大学学报(英文版)
基金 Program(2011CB710601) supported by National Basic Research Program of China Project(50925933) supported by National Natural Science Foundation of China Project(2008BAB29B03) supported by National Key Technology Research and Development Program of China Project(2010-122-011) supported by Guizhou Provincial Department of Transportation,China
关键词 anisotropic argillite coupled elasto-plasticity cyclic loading tests elastic parameters plastic strain 介质各向异性 循环荷载试验 变形特征 泥质岩 累积塑性应变 弹塑性变形 围压 恒定
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