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《Mechanics in Engineering》 2006-01
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WANG Renhe LI Dongwei WANG Xiuxi Department of Civil Engineering of Anhui University of Science and Technology, Huainan 232001, China Department of Modern Mechanics of University of Science and Technology of China, Hefei 230026, China  
A great number of frozen clay specimens are used for the long-term creep tests under single-axial stress states. The results of experiment show that the transient deformation of the soil can be neglected and a simple yielding function can be used to replace the linear Newton element, to improve the Nishihara model for the triaxial nonlinear creep of frozen clay. By means of that improved model, a formula is derived to calculate the stress and displacement field of frozen wall. Calculation results are close to actual situations.
【Fund】: 安徽省自然科学基金(050440501);; 安徽省教育厅自然科学基金(2004kj110);; 安徽理工大学博士、硕士基金资助.
【CateGory Index】: TU411
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