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DOI | 10.1007/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 |
ISSN | 1672-6316 |
EISSN | 1993-0321 |
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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