Cam-Clay plasticity. Part IX: On the anisotropy, heterogeneity, and viscoplasticity of shale

被引:89
作者
Borja, Ronaldo, I [1 ]
Yin, Qing [1 ]
Zhao, Yang [1 ]
机构
[1] Stanford Univ, Dept Civil & Environm Engn, Stanford, CA 94305 USA
基金
美国国家科学基金会;
关键词
Cam-Clay; Creep; Heterogeneity; Shale; Transverse isotropy; Viscoplasticity; PREFERRED ORIENTATION; STRAIN LOCALIZATION; CONSTITUTIVE MODEL; RHEOLOGICAL MODEL; SHEAR-BAND; BEHAVIOR; FRACTURE; STRESS; MICROCRACKING; INTEGRATION;
D O I
10.1016/j.cma.2019.112695
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We investigate three aspects of material behavior in this ninth installment of the Cam-Clay series, namely, anisotropy, heterogeneity, and viscoplasticity. The main focus of the paper is creep in shale and how this time-dependent deformation behavior may be quantified across the scales, from nanometers to millimeters. Recognizing the highly heterogeneous nature of shale, we adopt a simplified representation of this material as a mixture of softer matter representing organics and clay, and harder matter representing the inorganic rock matrix. Due to the presence of bedding planes in the rock matrix, anisotropy in both the elastic and inelastic responses is assumed; however, the superimposed softer matter may be taken to be isotropic unless experimental evidence indicates otherwise. Viscoplasticity is considered for the first time in this series of work, in which both the Duvaut-Lions and Perzyna formulations are utilized. The two viscoplastic formulations are shown to predict very similar time-dependent deformation responses. The framework is used to interpret the results of multiscale triaxial laboratory creep tests in organic-rich Barnett shale. Time-dependent strain localization in the form of dilative shear bands is also shown to result from loading with varying strain rates, as well as from creep processes that accommodate the multiscale heterogeneity of shale. (C) 2019 Elsevier B.V. All rights reserved.
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页数:25
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