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DOI10.1007/s11629-021-6786-3
The lining responses for shallow mountain tunnels subjected to frost heaving
Ling Xian-zhang; Yu Yuan; Tang Liang; Geng Lin; Han Xiao
通讯作者Tang, L (通讯作者),Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China.
发表日期2022
ISSN1672-6316
EISSN1993-0321
起始页码529
结束页码546
卷号19期号:2
英文摘要Mountain tunnels in cold regions are vulnerable to adverse effects of freezing action. Thus, it is necessary to identify the lining responses of shallow mountain tunnels subjected to freezing action. To quantify the influence of freezing action and key design parameters (such as cross-sectional shape; lining thickness; and waterproof measures) on the lining response, a thermal-hydro-mechanical coupled finite element (FE) model is established and verified. Then, specific consideration is given to the lining internal force and resulting axial stresses. And the influences of the cross-sectional shape, concrete parameters, and waterproof measures on the lining responses are investigated. Generally, the rectangular tunnel has the worst security; the circular tunnel is the safest. On the other hand, when the thermal conductivity is less than 2.2 [W/(m center dot K)], a greater thermal conductivity will cause a greater risk of damage to the lining. Moreover, the drainage plate can reduce the value of minimum axial stresses, whether frozen or not, even eliminating the tension-damaged area. Overall, this study helps to estimate the lining responses and prevent frost damages for shallow mountain tunnels during freezing period.
关键词CROSS-SECTIONAL SHAPECOUPLED HEATMODELTRANSPORTMECHANISMCRACKINGDAMAGEFORCESOIL
英文关键词Coupled thermal-hydro-mechanical model; Mountain tunnel in the cold region; Lining responses; Cross-sectional shape; Freezing action
语种英语
WOS研究方向Environmental Sciences & Ecology
WOS类目Environmental Sciences
WOS记录号WOS:000752387900015
来源期刊JOURNAL OF MOUNTAIN SCIENCE
来源机构中国科学院西北生态环境资源研究院
文献类型期刊论文
条目标识符http://gcip.llas.ac.cn/handle/2XKMVOVA/254811
作者单位[Ling Xian-zhang; Yu Yuan; Tang Liang; Han Xiao] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China; [Yu Yuan] State Key Lab Geomech & Deep Underground Engn, Xuzhou 221008, Jiangsu, Peoples R China; [Geng Lin] Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China; [Geng Lin] China Acad Railway Sci Corp, Railway Engn Res Inst, Beijing 100081, Peoples R China; [Han Xiao] Beijing Tieke Special Engn Technol Corp Ltd, Beijing 100081, Peoples R China
推荐引用方式
GB/T 7714
Ling Xian-zhang,Yu Yuan,Tang Liang,et al. The lining responses for shallow mountain tunnels subjected to frost heaving[J]. 中国科学院西北生态环境资源研究院,2022,19(2).
APA Ling Xian-zhang,Yu Yuan,Tang Liang,Geng Lin,&Han Xiao.(2022).The lining responses for shallow mountain tunnels subjected to frost heaving.JOURNAL OF MOUNTAIN SCIENCE,19(2).
MLA Ling Xian-zhang,et al."The lining responses for shallow mountain tunnels subjected to frost heaving".JOURNAL OF MOUNTAIN SCIENCE 19.2(2022).
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