Numerical simulation of thermo-hydro-mechanical coupling around underground pipelines in patchy permafrost region
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Numerical simulation of thermo-hydro-mechanical coupling around underground pipelines in patchy permafrost region
Vol. 34, Issue S1, (2013)
作者机构:
西南石油大学 土木工程与建筑学院,成都,610500
作者简介:
基金信息:
DOI:
CLC:TU445
Online First:09 June 2014,
Published:2013
稿件说明:
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LIU Jian-jun, XIE Jun. Numerical simulation of thermo-hydro-mechanical coupling around underground pipelines in patchy permafrost region[J]. 2013, 34(S1).
DOI:
LIU Jian-jun, XIE Jun. Numerical simulation of thermo-hydro-mechanical coupling around underground pipelines in patchy permafrost region[J]. 2013, 34(S1).DOI:
Numerical simulation of thermo-hydro-mechanical coupling around underground pipelines in patchy permafrost region
the paper researches the effect of thermo-hydro-mechanical(T-H-M) coupling around the buried oil pipelines in Tahe on the base of considering the effect of environmental temperature and flow medium temperature in the pipelines
and analyses the stress of the buried pipelines and takes a strength calculation on the pipelines. The distribution of stress and sedigraph are acquired by the multiphysical fields coupling COMSOL Multiphysics software
which is used to simulate two kinds of working condition of T-H-M coupling and uncoupling. The numerical simulation results indicate that temperature
water phase transition and water migration influence the stress field greatly. What’s more
the coupling among the moisture field
the temperature field and the stress field is very remarkable. Because of temperature change
patchy permafrost takes on freezing or thawing
which results in stress concentration and settlement around the pipelines
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Influence of construction gap on the force of steel lining in compressed air storage cavern
Stability and failure mode analysis of tunnel face in composite ground with upper sand and lower clay layers
Characterization method for the three-dimensional soil cutting failure surface based on damage energy dissipation
Pullout simulation on fully grouted rock bolts based on residual shear strength
Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
ZHANG Gui-min
SUN Wen-qing
ZHU Ze-fan
SU Yong-kang
Related Institution
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology