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绝热边界作用下人工冻结温度场解析解

洪泽群 付硕任 胡向东 王宝生

同济大学学报(自然科学版)2024,Vol.52Issue(5):749-758,10.
同济大学学报(自然科学版)2024,Vol.52Issue(5):749-758,10.DOI:10.11908/j.issn.0253-374x.22320

绝热边界作用下人工冻结温度场解析解

Analytical Solution for Temperature Field of Artificial Ground Freezing Induced by Adiabatic Boundary

洪泽群 1付硕任 1胡向东 2王宝生3

作者信息

  • 1. 中国矿业大学力学与土木工程学院,江苏徐州 221116
  • 2. 同济大学土木工程学院,上海 200092
  • 3. 上海市基础工程集团有限公司,上海 200082
  • 折叠

摘要

Abstract

The construction of underground tunnel engineering using the AGF method often encounters the problem of diaphragm walls affecting the frozen curtain development,which brings difficulties to the design of the freezing scheme and the evaluation of the sealing water effect,and endangers the safety of subsequent excavation operations.In order to find out the freezing temperature distribution under the action of adiabatic boundary such as diaphragm wall,and to grasp the development law under the local restriction of freezing curtain,a mathematical model of temperature field containing adiabatic boundary in semi-infinite plane was established.The analytical solution of single,double and triple freezing pipes were derived based on the thermal potential function and mirror method,and their accuracy and applicability were verified by numerical simulation.The results show that the analytical solution agrees well with the steady-state numerical results,the error with the transient results decreases gradually with freezing time,and the errors of three models on the 50th day are 0.39℃,0.17℃,and 0.06℃,which can be controlled within 0.5℃.The isotherm is perpendicular to the boundary,and there is only heat flux parallel to the boundary but no normal heat flux.The adiabatic boundary is beneficial to the temperature reduction between the freezing pipes and adiabatic boundary.As the distance d increases,the effect of adiabatic boundary gradually decreases,and the freezing model transforms into an infinite model.Therefore,the pipe spacing l and boundary distance d should be reasonably matched according to the designed thickness of the frozen curtain in practical projects.

关键词

隧道工程/人工冻结法/温度场/解析解/数值模拟/绝热边界

Key words

tunnel engineering/artificial freezing method/temperature filed/analytical solution/numerical simulation/adiabatic boundary

分类

建筑与水利

引用本文复制引用

洪泽群,付硕任,胡向东,王宝生..绝热边界作用下人工冻结温度场解析解[J].同济大学学报(自然科学版),2024,52(5):749-758,10.

基金项目

国家自然科学基金(52108386) (52108386)

上海市"科技创新行动计划"启明星项目扬帆专项(22YF1418300) (22YF1418300)

江苏省研究生科研创新计划(KYCX23_2740) (KYCX23_2740)

同济大学学报(自然科学版)

OA北大核心CSTPCD

0253-374X

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