Formation process of freezing wall of subway cross passage in seepage stratum and analysis of its influencing factors

被引：1

作者：

Liu X. ^{[1
,2
,3
]}

Feng L. ^{[4
]}

Ren Q. ^{[4
]}

Shen Y. ^{[1
]}

Han Y. ^{[1
]}

Liu Y. ^{[1
]}

Han F. ^{[2
,3
]}

机构：

[1] School of Civil Engineering, Beijing Jiaotong University, Beijing

[2] Institute of Future Civil Engineering Sciences and Technology, Chongqing Jiaotong University, Chongqing

[3] School of Civil Engineering, Chongqing Jiaotong University, Chongqing

[4] 2nd Engineering Co. Ltd., China Railway First Bureau Group, Tangshan

来源：

Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology) | 2024年 / 55卷 / 04期

基金：

中国国家自然科学基金;

关键词：

artificial ground freezing; cross passage; freezing wall; seepage flow; temperature field;

D O I：

10.11817/j.issn.1672-7207.2024.04.018

中图分类号：

学科分类号：

摘要：

Artificial ground freezing is one of the common methods for the construction of subway cross passage due to good water sealing, wide adaptability and less environmental impact. However, delayed time of closure time, thickness and average temperature of the frozen wall are easily caused by groundwater seepage, which has a negative impact on the progress of freezing engineering. Based on the theory of heat transfer and seepage flow in porous media, a hydro-thermal coupling model in saturated strata considering phase change was proposed. The functional relationship between the unfrozen water volume fraction of saturated sandy gravel and temperature was established using frequency domain reflection method. The proposed model was verified using the results of model test. On this basis, the effect of seepage velocity, refrigerant temperature, freezing tube diameter and seepage temperature on the formation process and closure time of the freezing wall was investigated. Finally, the significance analysis of the influencing factors on the formation process of freezing wall was conducted using orthogonal experimental methods, and a prediction method for closure time and standard time of freezing wall considering multiple factors was proposed. The results show that the freezing temperature field of the cross passage is symmetrically distributed in a W-shape without seepage flow. At 51.2 m/d, ground temperature field is asymmetrically distributed in which the temperature in the upstream is higher than that in the downstream. Seepage velocity is the primary factor affecting the formation of the freezing wall of the cross passage, followed by the freezing tube diameter and refrigerant temperature, and the seepage temperature has less influence on the closure time. The upstream side wall is the weak area for the expansion of the freezing wall under seepage condition in which the temperature should be monitored intensively to track the formation process. © 2024 Central South University of Technology. All rights reserved.

引用

页码：1463 / 1476

页数：13

共 32 条

[11] LAI Yuanming, WU Ziwang, ZHU Yuanlin, Et al., Nonlinear analyses for the couple problem of temperature, seepage and stress fields in cold region tunnels, Chinese Journal of Geotechnical Engineering, 121, 5, (1999)
[12] YANG Ping, PI Airu, Study on the effects of large groundwater flow velocity on the formation of frozen wall, Chinese Journal of Geotechnical Engineering, 23, 2, (2001)
[13] LIU Jiangang, LIU Quan, ZHOU Dongdong, Et al., Influence of groundwater transverse horizontal flow velocity on the formation of artificial horizontal freezing wall, Journal of Basic Science and Engineering, 25, 2, (2017)
[14] VITEL M, ROUABHI A, TIJANI M, Et al., Modeling heat and mass transfer during ground freezing subjected to high seepage velocities, Computers and Geotechnics, 73, (2016)
[15] ALZOUBI M A, MADISEH A, HASSANI F P, Et al., Heat transfer analysis in artificial ground freezing under high seepage: validation and heatlines visualization[J], International Journal of Thermal Sciences, 139, (2019)
[16] MARWAN A, ZHOU Mengmeng, ZAKI ABDELREHIM M, Et al., Optimization of artificial ground freezing in tunneling in the presence of seepage flow[J], Computers and Geotechnics, 75, (2016)
[17] SUDISMAN R A, OSADA M, YAMABE T., Experimental investigation on effects of water flow to freezing sand around vertically buried freezing pipe, Journal of Cold Regions Engineering, 33, 3, (2019)
[18] ZHOU M M, MESCHKE G., A three-phase thermo-hydromechanical finite element model for freezing soils, International Journal for Numerical and Analytical Methods in Geomechanics, 37, 18, (2013)
[19] ZHOU Xiaomin, XIAO Longge, Numerical research on the temperature and seepage fields of artificial seepage ground freezing, Journal of China Coal Society, 32, 1, (2007)
[20] LIU Xin, SHEN Yupeng, ZHANG Zhicheng, Et al., Field measurement and numerical investigation of artificial ground freezing for the construction of a subway cross passage under groundwater flow, Transportation Geotechnics, 37, (2022)

← 1 2 3 4 →