Three-Dimensional Fully Coupled Thermo-Hydro-Mechanical Model for Thaw Consolidation of Permafrost
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作者:
Liew, Min
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机构:
Ohio State Univ, Dept Civil Environm & Geodet Engn, Columbus, OH 43210 USA
Penn State Univ, Dept Civil & Environm Engn, University Pk, PA 16802 USAOhio State Univ, Dept Civil Environm & Geodet Engn, Columbus, OH 43210 USA
Liew, Min
[1
,2
]
Xiao, Ming
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机构:
Penn State Univ, Dept Civil & Environm Engn, University Pk, PA 16802 USAOhio State Univ, Dept Civil Environm & Geodet Engn, Columbus, OH 43210 USA
Xiao, Ming
[2
]
机构:
[1] Ohio State Univ, Dept Civil Environm & Geodet Engn, Columbus, OH 43210 USA
[2] Penn State Univ, Dept Civil & Environm Engn, University Pk, PA 16802 USA
来源:
GEO-CONGRESS 2023: GEOTECHNICAL DATA ANALYSIS AND COMPUTATION
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2023年
/
342卷
基金:
美国国家科学基金会;
关键词:
ALASKA PUBLIC INFRASTRUCTURE;
D O I:
暂无
中图分类号:
TP39 [计算机的应用];
学科分类号:
081203 ;
0835 ;
摘要:
A fully coupled three-dimensional (3D) thermo-hydro-mechanical (THM) model is developed for simulating the complex multiphysics process of permafrost thaw. The 3D formulation allows the analysis of thaw consolidation problems with complex geometry and boundary conditions. The thermal, hydraulic, and mechanical fields are coupled in this model. Governing equations are derived based on the laws of conservation of each field: conservation of energy for the thermal field, conservation of mass for the hydraulic field, and conservation of momentum for the mechanical field. Physical processes such as heat conduction, phase change, thermal convection, fluid flow due to pore water pressure, elevation, thermal gradients, and force equilibrium based on effective stress theory are considered in this model. The model is then applied to simulate the thaw consolidation of permafrost. The simulation results show that excess pore water pressure is generated in the soil during thawing. The soil then experiences a time-dependent settlement following the dissipation of excess pore water pressure. The results prove that the THM model adequately captures the thaw consolidation process of permafrost.
Weizhong ChenXianjun TanHongdan YuGuojun WuShanpo Jia State Key Laboratory of Geomechanics and Geotechnical EngineeringInstitute of Rock and Soil MechanicsChinese Academy of SciencesWuhanChina
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Weizhong ChenXianjun TanHongdan YuGuojun WuShanpo Jia State Key Laboratory of Geomechanics and Geotechnical EngineeringInstitute of Rock and Soil MechanicsChinese Academy of SciencesWuhanChina
机构:
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R ChinaChinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
Chen, Weizhong
Tan, Xianjun
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机构:
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R ChinaChinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
Tan, Xianjun
Yu, Hongdan
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机构:
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R ChinaChinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
Yu, Hongdan
Wu, Guojun
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机构:
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R ChinaChinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
Wu, Guojun
Jia, Shanpo
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机构:
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R ChinaChinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China