Stability Analysis of Surrounding Rock During Construction of Mountain Integrated Pipe Gallery
The stability of surrounding rock is an important concern in the investigation, design, and construction of mountain integrated pipe gallery. On the basis of the DK6+180 section of the Winter Olympics Integrated Pipe Gallery, the stability of surrounding rock was analyzed by using the deformation mo...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Editorial Office of Journal of Taiyuan University of Technology
2022-01-01
|
| Series: | Taiyuan Ligong Daxue xuebao |
| Subjects: | |
| Online Access: | https://tyutjournal.tyut.edu.cn/englishpaper/show-1673.html |
| _version_ | 1797208339431555072 |
|---|---|
| author | Honghu YUAN Wenjie XIE Hongen LI |
| author_facet | Honghu YUAN Wenjie XIE Hongen LI |
| author_sort | Honghu YUAN |
| collection | DOAJ |
| description | The stability of surrounding rock is an important concern in the investigation, design, and construction of mountain integrated pipe gallery. On the basis of the DK6+180 section of the Winter Olympics Integrated Pipe Gallery, the stability of surrounding rock was analyzed by using the deformation modulus of surrounding rock obtained by inversion. The results show that with the increase of reduction factor, the strength parameters of surrounding rock decrease gradually, the vault settlement and clearance convergence increase gradually, and the plastic zone range of surrounding rock increases linearly. When the reduction factor reaches 3.5, the plastic zone has penetrated to the surface. At this time, the vault settlement and clearance convergence of surrounding rock are infinite, indicating that the surrounding rock has reached the limit stable state. On the basis of the plastic zone distribution of surrounding rock and the calculation and analysis results of surrounding rock deformation, the stability safety factor of surrounding rock in this section is determined to be 3.5. The research results have reference value for the stability analysis of surrounding rock of similar mountain integrated pipe gallery. |
| first_indexed | 2024-04-24T09:37:14Z |
| format | Article |
| id | doaj.art-26f50e3c399a4001aba27622e2b9aa88 |
| institution | Directory Open Access Journal |
| issn | 1007-9432 |
| language | English |
| last_indexed | 2024-04-24T09:37:14Z |
| publishDate | 2022-01-01 |
| publisher | Editorial Office of Journal of Taiyuan University of Technology |
| record_format | Article |
| series | Taiyuan Ligong Daxue xuebao |
| spelling | doaj.art-26f50e3c399a4001aba27622e2b9aa882024-04-15T08:41:32ZengEditorial Office of Journal of Taiyuan University of TechnologyTaiyuan Ligong Daxue xuebao1007-94322022-01-0153115616110.16355/j.cnki.issn1007-9432tyut.2022.01.0171007-9432(2022)01-0156-06Stability Analysis of Surrounding Rock During Construction of Mountain Integrated Pipe GalleryHonghu YUAN0Wenjie XIE1Hongen LI2Beijing Institute of Water, Beijing 100048, ChinaBeijing Water Science & Technology Institute, Beijing 100048, ChinaNanjing Hydraulic Research Institute, Nanjing 210029, ChinaThe stability of surrounding rock is an important concern in the investigation, design, and construction of mountain integrated pipe gallery. On the basis of the DK6+180 section of the Winter Olympics Integrated Pipe Gallery, the stability of surrounding rock was analyzed by using the deformation modulus of surrounding rock obtained by inversion. The results show that with the increase of reduction factor, the strength parameters of surrounding rock decrease gradually, the vault settlement and clearance convergence increase gradually, and the plastic zone range of surrounding rock increases linearly. When the reduction factor reaches 3.5, the plastic zone has penetrated to the surface. At this time, the vault settlement and clearance convergence of surrounding rock are infinite, indicating that the surrounding rock has reached the limit stable state. On the basis of the plastic zone distribution of surrounding rock and the calculation and analysis results of surrounding rock deformation, the stability safety factor of surrounding rock in this section is determined to be 3.5. The research results have reference value for the stability analysis of surrounding rock of similar mountain integrated pipe gallery.https://tyutjournal.tyut.edu.cn/englishpaper/show-1673.html2022 olympic winter gamesintegrated pipe gallerymountainstability of surrounding rockplastic zone |
| spellingShingle | Honghu YUAN Wenjie XIE Hongen LI Stability Analysis of Surrounding Rock During Construction of Mountain Integrated Pipe Gallery Taiyuan Ligong Daxue xuebao 2022 olympic winter games integrated pipe gallery mountain stability of surrounding rock plastic zone |
| title | Stability Analysis of Surrounding Rock During Construction of Mountain Integrated Pipe Gallery |
| title_full | Stability Analysis of Surrounding Rock During Construction of Mountain Integrated Pipe Gallery |
| title_fullStr | Stability Analysis of Surrounding Rock During Construction of Mountain Integrated Pipe Gallery |
| title_full_unstemmed | Stability Analysis of Surrounding Rock During Construction of Mountain Integrated Pipe Gallery |
| title_short | Stability Analysis of Surrounding Rock During Construction of Mountain Integrated Pipe Gallery |
| title_sort | stability analysis of surrounding rock during construction of mountain integrated pipe gallery |
| topic | 2022 olympic winter games integrated pipe gallery mountain stability of surrounding rock plastic zone |
| url | https://tyutjournal.tyut.edu.cn/englishpaper/show-1673.html |
| work_keys_str_mv | AT honghuyuan stabilityanalysisofsurroundingrockduringconstructionofmountainintegratedpipegallery AT wenjiexie stabilityanalysisofsurroundingrockduringconstructionofmountainintegratedpipegallery AT hongenli stabilityanalysisofsurroundingrockduringconstructionofmountainintegratedpipegallery |