Journal Title
Title of Journal: J Earth Sci
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Abbravation: Journal of Earth Science
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Publisher
China University of Geosciences
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Authors: Xingang Wang Bin Hu Huiming Tang Xinli Hu Jiading Wang Lei Huang
Publish Date: 2016/08/02
Volume: 27, Issue: 4, Pages: 677-685
Abstract
Previous constitutive models of granite shear creep have two limitations 1 although moisture greatly affects granite shear creep behavior currently there are no constitutive models that include this factor 2 there are also no models that include an acceleration stage This paper presents an improved Burgers constitutive model with the addition of a damage parameter to characterize the moisture effect and uses a nonlinear relation equation between stress and strain for inclusion as the acceleration stage The damage parameter is determined from granite creep experiment under four different moisture contents 0 022 049 and 079 The nonlinear relation equation is obtained by fitting a dataset of stain versus time under five different loading stages To verify the presented model a creep experiment was conducted on other granite samples and the results show that the model agrees well with the experimental observation data
Keywords:
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