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Constitutive theories on viscoelastoplasticity and damage of frozen soil
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作者 何平 程国栋 朱元林 《Science China Earth Sciences》 SCIE EI CAS 1999年第S1期38-43,共6页
The constitutive theory on the viscoelastoplasticity and damage of frozen soil is based on the continuous mechanics and thermodynamics. The basic principles of the theory, dissipation potential function and damage mod... The constitutive theory on the viscoelastoplasticity and damage of frozen soil is based on the continuous mechanics and thermodynamics. The basic principles of the theory, dissipation potential function and damage model are presented. The constitutive theory explains the mechanical properties of frozen soils under complicated stresses, especially under high confining pressures which make frozen soil harden and soften. The agreement between the calculated results by the constitutive theory and the experimental results of triaxial creep of frozen soil is seen to be very good. 展开更多
关键词 viscoelastoplasticity DAMAGE UNFROZEN water FROZEN SOIL creep.
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Viscoelastoplastic constitutive model for creep deformation behavior of asphalt sand 被引量:4
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作者 叶永 杨新华 陈传尧 《Journal of Central South University》 SCIE EI CAS 2008年第S1期13-16,共4页
A uniaxial viscoelastoplastic model that can describe whole creep behaviors of asphalt sand at different temperatures was presented.The model was composed of three submodels in series,which describe elastoplastic,visc... A uniaxial viscoelastoplastic model that can describe whole creep behaviors of asphalt sand at different temperatures was presented.The model was composed of three submodels in series,which describe elastoplastic,viscoelastic and viscoplastic characteristics respectively.The constitutive equation was established for uniaxial loading condition,and the creep representation was also obtained.The constitutive parameters were determined by uniaxial compression tests under controlled-stress of 0.1 MPa with five different test temperatures of 20,40,45,50 and 60 ℃.Expressions of the model parameters in terms of temperatures were also given.The model gave prediction at various temperatures consistent with the experimental results,and can reflect the total deformation characterization of asphalt sands. 展开更多
关键词 ASPHALT SAND viscoelastoplastic MODEL CREEP EXPERIMENT MODEL parameters
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Influence of fault geometry and fault interaction on strain partitioning within western Sichuan and its adjacent region 被引量:5
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作者 WANG Hui LIU Jie +4 位作者 SHEN XuHui LIU Mian LI QingSong SHI YaoLin ZHANG GuoMin 《Science China Earth Sciences》 SCIE EI CAS 2010年第7期1056-1070,共15页
There are several major active fault zones in the western Sichuan and its vicinity. Slip rates and seismicity vary on different fault zones. For example, slip rates on the Xianshuihe fault zone are higher than 10 mm/a... There are several major active fault zones in the western Sichuan and its vicinity. Slip rates and seismicity vary on different fault zones. For example, slip rates on the Xianshuihe fault zone are higher than 10 mm/a. Its seismicity is also intense. Slip rates on the Longmenshan fault zone are low. However, Wenchuan Ms8.0 earthquake occurred on this fault zone in 2008. Here we study the impact of fault geometry on strain partitioning in the western Sichuan region using a three-dimensional viscoe- lastoplastic model. We conclude that the slip partitioning on the Xianshuihe-Xiaojiang fault presents as segmented, and it is related to fault geometry and fault structure. Slip rate is high on fault segment with simple geometry and structure, and vice versa. Strain rate outside the fault is localized around the fault segment with complex geometry and fault structure. Strain partitioning on the central section of the Xianshuihe-Xiaojiang fault zone is influenced by the interaction between the Anninghe-Zemuhe fault and the Daliangshan fault zone. Striking of the Longmenshan fault zone is nearly orthogonal to the direction of eastward extrusion in the Tibetan Plateau. It leads to low slip rate on the fault zone. 展开更多
关键词 Xianshuihe-Xiaojiang FAULT ZONE LONGMENSHAN FAULT ZONE FAULT GEOMETRY strain partitioning 3D viscoelastoplastic model
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