寒区隧道围岩冻胀破坏临界温度计算模型*

doi:10.16265/j.cnki.issn 1003-3033.2021.12.015

中国安全科学学报 ›› 2021, Vol. 31 ›› Issue (12): 113-120.doi: 10.16265/j.cnki.issn 1003-3033.2021.12.015

寒区隧道围岩冻胀破坏临界温度计算模型^*

舒佳军^1,2, 邓正定^**1,2 讲师, 黄晶柱^1,2 讲师, 伍冰妮^1,2

1 江西理工大学江西省环境岩土与工程灾害控制重点实验室,江西赣州 341000;
2 江西理工大学土木与测绘工程学院,江西赣州341000

收稿日期:2021-09-03 修回日期:2021-11-15 出版日期:2021-12-28 发布日期:2022-06-28
通讯作者: **邓正定(1987—),男,江西萍乡人,博士,讲师,主要从事岩土体稳定方面的研究。E-mail:dengzd@jxust.edu.cn。
作者简介:舒佳军 (1998—),男,江西南昌人,硕士研究生,研究方向为断裂力学和冻岩力学。E-mail: 1317019667@qq.com。
基金资助:
江西省教育厅科学技术研究项目(GJJ170561)。

Calculating model of critical temperature for frost heave failure of tunnel surrounding rock in cold regions

SHU Jiajun^1,2, DENG Zhengding^1,2, HUANG Jingzhu^1,2, WU Bingni^1,2

1 Jiangxi Province Key Laboratory of Environmental Geotechnical Engineering and Hazards Control, Jiangxi University of Science and Technology, Ganzhou Jiangxi 341000, China;
2 School of Civil and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou Jiangxi 341000,China

Received:2021-09-03 Revised:2021-11-15 Online:2021-12-28 Published:2022-06-28

摘要/Abstract

摘要： 为建立围岩不同尺度下缺陷冻胀起裂的破坏判据,根据弹性力学和断裂力学并结合冻胀力值得到宏细观缺陷发生冻胀破坏判据,建立含宏细观缺陷的寒区隧道围岩冻胀破坏临界温度的计算模型。依托大坂山隧道算例,分析不同参数对细观孔隙和宏观节理冻胀破坏临界温度的影响规律。结果表明:细观孔隙冻胀破坏临界温度随主干孔轴线直径增大而显著增大;而次孔轴线等效直径增大对临界温度的影响则较小,其主要作用是与主干孔形成主干-旁枝型孔隙结构。宏观节理冻胀破坏临界温度随节理长度和隧道断面半径增大而增大;随节理倾角增大先减小后增大,在倾角为40°时出现峰值临界温度。

关键词: 寒区隧道, 围岩, 冻胀破坏, 临界温度, 宏细观缺陷, 细观孔隙

Abstract: In order to establish failure criterion for frost heaving of surrounding rock with defects at different scales, based on elasticity and fracture mechanics as well as frost heaving force value, the criteria for macro and micro defects were obtained, and a calculating model of critical temperature of tunnel surrounding rock with macro and micro defects in cold regions was established. Then, with Dabanshan tunnel as an example, influence of different parameters on critical temperature for frost heave failure of micropores and macro joints was analyzed. The results show that this temperature for micropore failure increases significantly with that of main hole axis diameter. However, increase in equivalent diameter of secondary pore axis has a smaller effect on the temperature, and its main function is to form a main-branch type pore structure with major pores. In terms of macro joints, its critical temperature increases with that of joint length and tunnel section radius. Moreover, it first decreases and then increases with the growth of joint inclination angle, with its peak critical value appearing at the angle of 40°.

Key words: tunnel in cold regions, surrounding rock, frost heave damage, critical temperature, macro and micro defects, micropores

中图分类号:

X935

舒佳军, 邓正定, 黄晶柱, 伍冰妮. 寒区隧道围岩冻胀破坏临界温度计算模型^*[J]. 中国安全科学学报, 2021, 31(12): 113-120.

SHU Jiajun, DENG Zhengding, HUANG Jingzhu, WU Bingni. Calculating model of critical temperature for frost heave failure of tunnel surrounding rock in cold regions[J]. China Safety Science Journal, 2021, 31(12): 113-120.

参考文献

[1] 韩龙武, 杨印海, 戴海生, 等. 青藏铁路沿线填土路基下多年冻土的演化规律[J], 中国安全科学学报, 2018,28(增2):6-10.
HAN Longwu, YANG Yinhai, DAI Haisheng, et al. Variation of permafrost on fill embankments along Qinghai-Tibet railway [J]. China Safety Science Journal, 2018,28(S2):6-10.
[2] 严晓东, 伍毅敏, 许鹏, 等. 寒区隧道衬砌挂冰病害成因及预测预警技术[J]. 中国安全科学学报, 2019,29(增2):174-180.
YAN Xiaodong, WU Yimin, XU Peng, et al. Study on causes of frost damage of ice covering on lining in old region tunnelsand forecast and early warning technology [J]. China Safety Science Journal, 2019, 29(S2): 174-180.
[3] 张钧昱. 祁连山地区冻融期间浅埋段隧道施工技术研究[J]. 路基工程, 2017(2):167-171.
ZHANG Junyu. Study on the construction technology of shallow-buried tunnel in freeze thawing period of Qilian Mountain area [J]. Subgrade Engineering, 2017(2):167-171.
[4] 夏才初, 吕志涛, 王岳嵩. 寒区隧道冻胀力计算方法研究进展与思考[J]. 中国公路学报, 2020,33(5):35-43.
XIA Caichu, LYU Zhitao, WANG Yuesong. Advance and review on frost heaving force calculation methods in cold region tunnels [J]. China Journal of Highway and Transport, 2020,33(5):35-43.
[5] 刘红岩, 赵雨霞. 冻融循环下隧道围岩冻胀力理论计算[J]. 中南大学学报:自然科学版, 2020,51(4):1 049-1 058.
LIU Hongyan, ZHAO Yuxia. Theoretical calculation of frost heaving pressure in tunnel surrounding rock during freeze-thaw cycles [J]. Journal of Central South University:Science and Technology, 2020, 51(4): 1 049-1 058.
[6] 龚彬, 陈必光. 高海拔米拉山隧道围岩冻胀力分析[J]. 地下空间与工程学报, 2018, 14(增2): 613-618.
GONG Bin, CHEN Biguang. Analysis on frost heaving force of surrounding rock of Mira Mountain Tunnel at high altitude [J]. Chinese Journal of Underground Space and Engineering, 2018, 14(S2): 613-618.
[7] 赵怡情, 刘红岩, 吕淑然, 等. 基于宏观和细观缺陷耦合的节理岩体损伤本构模型[J]. 中南大学学报:自然科学版, 2015,46(4):1 489-1 496.
ZHAO Yiqing, LIU Hongyan, LYU Shuran, et al. Damage constitutive model of jointed rock mass based on coupling macroscopic and mesoscopic flaws [J]. Journal of Central South University:Science and Technology, 2015,46(4):1 489-1 496.
[8] 申艳军, 杨更社, 王婷, 等. 岩石内孔隙/裂隙冻胀力模型及其适用性评价[J]. 冰川冻土, 2019, 41(1): 117-128.
SHEN Yanjun, YANG Gengshe, WANG Ting, et al. Evaluation of frost heave force models of pore/fissure in rock and their applicability [J]. Journal of Glaciology and Geocryology, 2019, 41(1): 117-128.
[9] 蔡美峰.岩石力学与工程[M].北京: 科学出版社, 2002: 309-315.
[10] EVERETT D H. The thermodynamics of frost damage to porous solids[J]. Transactions of the Faraday Society, 1961,57:1 541-1 551.
[11] KONRAD J M,MORGENSTERN N R. A mechanistic theory of ice lens formation in fine-grained soils[J]. Canadian Geotechnical Journal, 1980,17(4):473-486.
[12] 徐学祖, 邓友生. 冻土中水分迁移的实验研究[M]. 北京:科学出版社, 1991:32-33.
[13] GILPIN R R. A model of the "liquid-like" layer between ice and a substrate with applications to wire regelation and particle migration[J]. Journal of Colloid and Interface Science, 1979,68(2):235-251.
[14] 贾海梁, 项伟, 谭龙, 等. 砂岩冻融损伤机制的理论分析和试验验证[J]. 岩石力学与工程学报, 2016,35(5):879-895.
JIA Hailiang, XIANG Wei, TAN Long, et al. Theoretical analysis and experimental verifications of frost damage mechanism of sandstone [J]. Chinese Journal of Rock Mechanics and Engineering, 2016,35(5):879-895.
[15] 程桦, 陈汉青, 曹广勇, 等. 多孔岩石冻融水分迁移损伤机制及试验验证[J]. 岩石力学与工程学报, 2020,39(9):1 739-1 749.
CHENG Hua, CHEN Hanqing, CAO Guangyong, et al. Damage mechanism of porous rock caused by moisture migration during freeze-thaw process and experimental verification[J]. Chinese Journal of Rock Mechanics and Engineering, 2020,39(9):1 739-1 749.
[16] LUTZ P, JENISCH R, KLOPFER H, et al. Lehrbuch der Bauphysik[M]. Stuttgart: Teubner, 1985: 202-203.
[17] WALDER J,HALLET B. Theoretical model of the fracture of rock during freezing [J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1985,23(2):336-346.
[18] SEGALL P. Rate-dependent extensional deformation resulting from crack growth in rock[J]. Journal of Geophysical Research, 1987,89(B6):4 185-4 195.
[19] DERJAGUIN B V , CHURAEV N V. Flow of nonfreezing water interlayers and frost heaving [J]. Cold Regions Science and Technology, 1986,12(1):57-66.
[20] 曾桂军, 张明义, 李振萍, 等. 正冻土中冰透镜体形成力学判据的分析讨论[J]. 冰川冻土, 2015,37(1):192-201.
ZENG Guijun, ZHANG Mingyi, LI Zhenping, et al. Review of mechanical criterion for formation of ice lens in freezing soil [J]. Journal of Glaciology and Geocryology, 2015,37(1):192-201.
[21] 刘红娜. 大坂山隧道施工难点及对策[J]. 山西建筑, 2012,38(12):234-235.
LIU Hongna. Dabanshan tunnel construction difficulties and countermeasures [J]. Shanxi Architecture, 2012,38(12):234-235.
[22] 张亚果. 裂隙岩体注浆技术在青岛地铁中的应用[J]. 现代隧道技术, 2017,54(5):224-228.
ZHANG Yaguo. Application of the grouting technique in a fractured rock mass in the Qingdao metro [J]. Modern Tunnelling Technology, 2017,54(5):224-228.

寒区隧道围岩冻胀破坏临界温度计算模型^*

Calculating model of critical temperature for frost heave failure of tunnel surrounding rock in cold regions

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