Safety and environmental impact control of cross passage construction in soft soil strata using tunnel boring machine method
Abstract The construction of cross passages using the tunnel boring machine (TBM) method represents an emerging construction technique with numerous advantages. However, owing to the scarcity of application instances, the safety control methodologies and the regulatory patterns concerning environmen...
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| Format: | Article |
| Language: | English |
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Nature Portfolio
2023-09-01
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| Series: | Scientific Reports |
| Online Access: | https://doi.org/10.1038/s41598-023-42082-5 |
| _version_ | 1797453161813770240 |
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| author | Ma Yunkang Yan Wei Song Yanjie Zhang Meiqin Zhou Sheng Xiong Tianfang Geng Jia Li Xiaofan Cheng Xuesong |
| author_facet | Ma Yunkang Yan Wei Song Yanjie Zhang Meiqin Zhou Sheng Xiong Tianfang Geng Jia Li Xiaofan Cheng Xuesong |
| author_sort | Ma Yunkang |
| collection | DOAJ |
| description | Abstract The construction of cross passages using the tunnel boring machine (TBM) method represents an emerging construction technique with numerous advantages. However, owing to the scarcity of application instances, the safety control methodologies and the regulatory patterns concerning environmental impacts remain inconclusive. In this study, a cross passage excavated using the TBM method—the first of its kind in the Tianjin area—was investigated. We identified the key risk control measures for the construction and analysed the TBM operating parameters, monitored ground and building settlements, and monitored mainline tunnel deformations and mechanical responses, revealing the ground and tunnel structure deformation patterns. The following conclusions are drawn. (1) The ground surrounding the cross-passage break-out opening was stabilised by performing secondary grouting and small-range freezing, and the break-in opening was excavated using a completely enclosed steel sleeve. These measures prevented water and sand inflows during the excavation of the break-out and break-in openings in the silt and silty sand strata. (2) The torsional moment of the cutter disc was large during the break-out phase. Break-out mainline tunnel displacement monitoring data indicated that the thrust had a significant effect on the mainline tunnel during the break-out phase. (3) The TBM tunnelling caused ground loss. The ground settlement exhibited a U-shaped distribution along the cross-passage axis, with the maximum settlement being 10 mm. (4) During the break-out phase, the deformation of the break-out mainline tunnel exhibited a duck-egg-shaped distribution. The clearance convergence of the break-out mainline tunnel was within ± 4, and the clearance convergence of the break-in mainline tunnel was controlled within ± 1 mm. |
| first_indexed | 2024-03-09T15:18:51Z |
| format | Article |
| id | doaj.art-c11c0ba96ef640bcb5fa985d6a30543c |
| institution | Directory Open Access Journal |
| issn | 2045-2322 |
| language | English |
| last_indexed | 2024-03-09T15:18:51Z |
| publishDate | 2023-09-01 |
| publisher | Nature Portfolio |
| record_format | Article |
| series | Scientific Reports |
| spelling | doaj.art-c11c0ba96ef640bcb5fa985d6a30543c2023-11-26T12:57:30ZengNature PortfolioScientific Reports2045-23222023-09-0113111910.1038/s41598-023-42082-5Safety and environmental impact control of cross passage construction in soft soil strata using tunnel boring machine methodMa Yunkang0Yan Wei1Song Yanjie2Zhang Meiqin3Zhou Sheng4Xiong Tianfang5Geng Jia6Li Xiaofan7Cheng Xuesong8Tianjin Metro Group Co., LtdTianjin Metro Group Co., LtdChina Railway, Sixth Survey and Design Institute Group Co. LtdChina Railway, Sixth Survey and Design Institute Group Co. LtdChina Railway, Sixth Survey and Design Institute Group Co. LtdChina Railway, Sixth Survey and Design Institute Group Co. LtdSchool of Civil Engineering, Tianjin UniversitySchool of Civil Engineering, Tianjin UniversitySchool of Civil Engineering, Tianjin UniversityAbstract The construction of cross passages using the tunnel boring machine (TBM) method represents an emerging construction technique with numerous advantages. However, owing to the scarcity of application instances, the safety control methodologies and the regulatory patterns concerning environmental impacts remain inconclusive. In this study, a cross passage excavated using the TBM method—the first of its kind in the Tianjin area—was investigated. We identified the key risk control measures for the construction and analysed the TBM operating parameters, monitored ground and building settlements, and monitored mainline tunnel deformations and mechanical responses, revealing the ground and tunnel structure deformation patterns. The following conclusions are drawn. (1) The ground surrounding the cross-passage break-out opening was stabilised by performing secondary grouting and small-range freezing, and the break-in opening was excavated using a completely enclosed steel sleeve. These measures prevented water and sand inflows during the excavation of the break-out and break-in openings in the silt and silty sand strata. (2) The torsional moment of the cutter disc was large during the break-out phase. Break-out mainline tunnel displacement monitoring data indicated that the thrust had a significant effect on the mainline tunnel during the break-out phase. (3) The TBM tunnelling caused ground loss. The ground settlement exhibited a U-shaped distribution along the cross-passage axis, with the maximum settlement being 10 mm. (4) During the break-out phase, the deformation of the break-out mainline tunnel exhibited a duck-egg-shaped distribution. The clearance convergence of the break-out mainline tunnel was within ± 4, and the clearance convergence of the break-in mainline tunnel was controlled within ± 1 mm.https://doi.org/10.1038/s41598-023-42082-5 |
| spellingShingle | Ma Yunkang Yan Wei Song Yanjie Zhang Meiqin Zhou Sheng Xiong Tianfang Geng Jia Li Xiaofan Cheng Xuesong Safety and environmental impact control of cross passage construction in soft soil strata using tunnel boring machine method Scientific Reports |
| title | Safety and environmental impact control of cross passage construction in soft soil strata using tunnel boring machine method |
| title_full | Safety and environmental impact control of cross passage construction in soft soil strata using tunnel boring machine method |
| title_fullStr | Safety and environmental impact control of cross passage construction in soft soil strata using tunnel boring machine method |
| title_full_unstemmed | Safety and environmental impact control of cross passage construction in soft soil strata using tunnel boring machine method |
| title_short | Safety and environmental impact control of cross passage construction in soft soil strata using tunnel boring machine method |
| title_sort | safety and environmental impact control of cross passage construction in soft soil strata using tunnel boring machine method |
| url | https://doi.org/10.1038/s41598-023-42082-5 |
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