Numerical simulation of temperature field in surrounding rock
of deeply buried roadways under seepage action
|更新时间:2026-06-25
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Numerical simulation of temperature field in surrounding rock
of deeply buried roadways under seepage action
Vol. 27, Issue S2, (2006)
作者机构:
辽宁工程技术大学 土木建筑工程学院,辽宁,阜新,123000
作者简介:
基金信息:
DOI:
CLC:TK121
Online First:16 December 2006,
Published:2006
稿件说明:
移动端阅览
ZHANG Er-jun, ZHANG Shu-guang, Jia Bao-xin. Numerical simulation of temperature field in surrounding rock
of deeply buried roadways under seepage action[J]. 2006, 27(S2).
DOI:
ZHANG Er-jun, ZHANG Shu-guang, Jia Bao-xin. Numerical simulation of temperature field in surrounding rock
of deeply buried roadways under seepage action[J]. 2006, 27(S2).DOI:
Numerical simulation of temperature field in surrounding rock
of deeply buried roadways under seepage action
In order to study the distribution rule of temperature field in surrounding rock of deeply buried roadways
the mathematical model of thermal diffusion is proposed based on heat transfer and seepage theory. Combined with boundary condition
the distribution of temperature field and temperature vector of surrounding rock under coupling airflow and seepage is obtained by using MATLAB. The results show that seepage changes symmetrical distribution of initial temperature field and vector
and the temperature field in surrounding rock may be divided into inward-diffusion area and out-diffusion area. When heat change between surrounding rock and airflow
wall temperature of roadways will approach to the temperature of airflow; and the scope of zero temperature vector will enlarge step by step. Temperature field of inward-diffusion area is annular and symmetrical distribution when heat change reaches balanced state; and the shape of isothermal curve in out-diffusion area doesn’t change obviously. At the same time
distribution of isothermal curves becomes rarefied.
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Study of thermal field of soil freezing in shallow covered tunnel with subsurface excavation passing through ground with thin aquifer under complex conduction
Analysis of stability & deformation and destruction mode of road embankment built aside dam
Simulation and analysis of controlling water in tunnel based on preferred plane theory
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