Field monitoring on deformation of high rock slope during highway construction: A case study in Wenzhou, China
In order to study the deformation stability of rock slope during the excavation of cutting slope and ensure the safety of rock slope during construction and operation period, this article analyzed the deformation law of a typical slope excavation by monitoring the surface deformation and the interna...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Hindawi - SAGE Publishing
2019-12-01
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| Series: | International Journal of Distributed Sensor Networks |
| Online Access: | https://doi.org/10.1177/1550147719895953 |
| _version_ | 1797706357495824384 |
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| author | Ya-Qiong Wang Shao-Bing Zhang Long-Long Chen Yong-Li Xie Zhi-Feng Wang |
| author_facet | Ya-Qiong Wang Shao-Bing Zhang Long-Long Chen Yong-Li Xie Zhi-Feng Wang |
| author_sort | Ya-Qiong Wang |
| collection | DOAJ |
| description | In order to study the deformation stability of rock slope during the excavation of cutting slope and ensure the safety of rock slope during construction and operation period, this article analyzed the deformation law of a typical slope excavation by monitoring the surface deformation and the internal displacement of the rock mass. The surface deformation of the slope is monitored by setting monitoring points, and the internal deformation of the slope is monitored by installing multipoint displacement meters and inclinometers. Therefore, the relationship between slope excavation and deformation is obtained. The analysis of monitoring results shows that the slope is stable before excavation, and the displacement of the slope is gradually increased with the slope excavation. After the excavation, the displacement of each slope tends to converge. The maximum displacement in surface monitoring points is 12.30 mm, and the displacement parallels to the direction of the expressway. The maximum vertical displacement in surface monitoring points is 10.60 mm which occurred in the third step; the maximum internal displacement is 11.02 mm which mainly occurs in the weak structural plane of the rock boundary. During the excavation of the weak rock slope, the slope rock mass is prone to large displacement deformation. After the excavation, the slope surface displacement and internal displacement tend to converge in a short time. |
| first_indexed | 2024-03-12T05:51:03Z |
| format | Article |
| id | doaj.art-f5168c0cd8bb4469a40e6dd82489ae7a |
| institution | Directory Open Access Journal |
| issn | 1550-1477 |
| language | English |
| last_indexed | 2024-03-12T05:51:03Z |
| publishDate | 2019-12-01 |
| publisher | Hindawi - SAGE Publishing |
| record_format | Article |
| series | International Journal of Distributed Sensor Networks |
| spelling | doaj.art-f5168c0cd8bb4469a40e6dd82489ae7a2023-09-03T05:12:37ZengHindawi - SAGE PublishingInternational Journal of Distributed Sensor Networks1550-14772019-12-011510.1177/1550147719895953Field monitoring on deformation of high rock slope during highway construction: A case study in Wenzhou, ChinaYa-Qiong WangShao-Bing ZhangLong-Long ChenYong-Li XieZhi-Feng WangIn order to study the deformation stability of rock slope during the excavation of cutting slope and ensure the safety of rock slope during construction and operation period, this article analyzed the deformation law of a typical slope excavation by monitoring the surface deformation and the internal displacement of the rock mass. The surface deformation of the slope is monitored by setting monitoring points, and the internal deformation of the slope is monitored by installing multipoint displacement meters and inclinometers. Therefore, the relationship between slope excavation and deformation is obtained. The analysis of monitoring results shows that the slope is stable before excavation, and the displacement of the slope is gradually increased with the slope excavation. After the excavation, the displacement of each slope tends to converge. The maximum displacement in surface monitoring points is 12.30 mm, and the displacement parallels to the direction of the expressway. The maximum vertical displacement in surface monitoring points is 10.60 mm which occurred in the third step; the maximum internal displacement is 11.02 mm which mainly occurs in the weak structural plane of the rock boundary. During the excavation of the weak rock slope, the slope rock mass is prone to large displacement deformation. After the excavation, the slope surface displacement and internal displacement tend to converge in a short time.https://doi.org/10.1177/1550147719895953 |
| spellingShingle | Ya-Qiong Wang Shao-Bing Zhang Long-Long Chen Yong-Li Xie Zhi-Feng Wang Field monitoring on deformation of high rock slope during highway construction: A case study in Wenzhou, China International Journal of Distributed Sensor Networks |
| title | Field monitoring on deformation of high rock slope during highway construction: A case study in Wenzhou, China |
| title_full | Field monitoring on deformation of high rock slope during highway construction: A case study in Wenzhou, China |
| title_fullStr | Field monitoring on deformation of high rock slope during highway construction: A case study in Wenzhou, China |
| title_full_unstemmed | Field monitoring on deformation of high rock slope during highway construction: A case study in Wenzhou, China |
| title_short | Field monitoring on deformation of high rock slope during highway construction: A case study in Wenzhou, China |
| title_sort | field monitoring on deformation of high rock slope during highway construction a case study in wenzhou china |
| url | https://doi.org/10.1177/1550147719895953 |
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