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《Chinese Journal of Underground Space and Engineering》 2014-S1
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Kelvin Creep Model of Artificial Frozen Deep Soft Rock Based on Particle Swarm Plasticity Strengthening

Mao Xingjun;Yao Zhaoming;Mao Fen;Coal Geology Bureau of Ningxia Hui Autonomous Region;School of Civil Engineering and Architecture,Anhui University of Science and Technology;  
With the development of utilization and research of underground,the freezing construction method is widely used,creep is one of the significant characteristics of frozen soil,in order to ensure the engineering safety,the creep of frozen soil has become the focus of the research object.Based on damage theory,the change of material hardening state will lead to the change of the deformation behavior,the creep of materials should be considered for the hardening effect,thus the time dependent plasticity strengthening function was introduced in to series with the Kelvin model,to get the plasticity strengthening Kelvin creep model.Based on the uniaxial creep tests on cylindrical specimens,with Particle Swarm Optimization method,to indentify the established model,for obtaining the parameters of the model.Through comparing the calculation value of plasticity strengthening Kelvin creep model with the test value,it is found that the plasticity strengthening Kelvin creep model can well simulate the creep laws of artificial frozen deep soft rock.
【Fund】: 安徽省博士后基金;; 国家自然科学基金项目(40972188/DO214)
【CateGory Index】: TU443
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