Influenced Zone of Deep Excavation and a Simplified Prediction Method for Adjacent Tunnel Displacement in Thick Soft Soil
Based on the statistics of 42 case histories, 732 finite element numerical simulations are conducted to determine the scope of the influenced zone of deep excavation under different conditions of excavation depth (<i>H</i><sub>e</sub>) and the maximum retaining wall deflectio...
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| Format: | Article |
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MDPI AG
2023-04-01
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| Series: | Applied Sciences |
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| Online Access: | https://www.mdpi.com/2076-3417/13/7/4647 |
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| author | Bo Liu Chengmeng Shao Ningning Wang Dingwen Zhang |
| author_facet | Bo Liu Chengmeng Shao Ningning Wang Dingwen Zhang |
| author_sort | Bo Liu |
| collection | DOAJ |
| description | Based on the statistics of 42 case histories, 732 finite element numerical simulations are conducted to determine the scope of the influenced zone of deep excavation under different conditions of excavation depth (<i>H</i><sub>e</sub>) and the maximum retaining wall deflection (<i>δ</i><sub>hm</sub>). On this basis, the effects of <i>H</i><sub>e</sub> and <i>δ</i><sub>hm</sub> on the scope of the influenced zone are studied, and a simplified prediction method for the scope of the influenced zone under any <i>H</i><sub>e</sub> and <i>δ</i><sub>hm</sub> conditions and the adjacent tunnel displacement is proposed. Then, the reliability of the proposed method is verified by comparing it with the current research and case histories. And finally, the proposed method is applied to an actual project, and the application effect is evaluated. The results show that the range outside the pit can be divided into “primary”, “secondary”, “general”, and “weak” influenced zones. The influenced zone can be simplified as a right-angled trapezoid shape, and the scope of influence zones can be quickly determined by defining three parameters: width coefficient <i>M</i>, depth coefficients <i>N</i><sub>1</sub> and <i>N</i><sub>2</sub>. The parameters <i>M</i> and <i>N</i><sub>2</sub> have a linear relationship with <i>H</i><sub>e</sub> and <i>δ</i><sub>hm</sub>, and <i>N</i><sub>1</sub> varies between 1–2 with an average of about 1.5. In actual application, the effect of deep excavation on the adjacent tunnel can be alleviated by using the proposed method to predict the excavation-induced displacement of the adjacent tunnel and take some measures. |
| first_indexed | 2024-03-11T05:42:22Z |
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| id | doaj.art-e99904bcf07a467c8052ccb71217ea9e |
| institution | Directory Open Access Journal |
| issn | 2076-3417 |
| language | English |
| last_indexed | 2024-03-11T05:42:22Z |
| publishDate | 2023-04-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Applied Sciences |
| spelling | doaj.art-e99904bcf07a467c8052ccb71217ea9e2023-11-17T16:23:33ZengMDPI AGApplied Sciences2076-34172023-04-01137464710.3390/app13074647Influenced Zone of Deep Excavation and a Simplified Prediction Method for Adjacent Tunnel Displacement in Thick Soft SoilBo Liu0Chengmeng Shao1Ningning Wang2Dingwen Zhang3School of Civil Engineering, Southeast University, Nanjing 211189, ChinaSchool of Civil Engineering, Southeast University, Nanjing 211189, ChinaJiangsu Transportation Institute Group Co., Ltd., Nanjing 210017, ChinaSchool of Transportation, Southeast University, Nanjing 211189, ChinaBased on the statistics of 42 case histories, 732 finite element numerical simulations are conducted to determine the scope of the influenced zone of deep excavation under different conditions of excavation depth (<i>H</i><sub>e</sub>) and the maximum retaining wall deflection (<i>δ</i><sub>hm</sub>). On this basis, the effects of <i>H</i><sub>e</sub> and <i>δ</i><sub>hm</sub> on the scope of the influenced zone are studied, and a simplified prediction method for the scope of the influenced zone under any <i>H</i><sub>e</sub> and <i>δ</i><sub>hm</sub> conditions and the adjacent tunnel displacement is proposed. Then, the reliability of the proposed method is verified by comparing it with the current research and case histories. And finally, the proposed method is applied to an actual project, and the application effect is evaluated. The results show that the range outside the pit can be divided into “primary”, “secondary”, “general”, and “weak” influenced zones. The influenced zone can be simplified as a right-angled trapezoid shape, and the scope of influence zones can be quickly determined by defining three parameters: width coefficient <i>M</i>, depth coefficients <i>N</i><sub>1</sub> and <i>N</i><sub>2</sub>. The parameters <i>M</i> and <i>N</i><sub>2</sub> have a linear relationship with <i>H</i><sub>e</sub> and <i>δ</i><sub>hm</sub>, and <i>N</i><sub>1</sub> varies between 1–2 with an average of about 1.5. In actual application, the effect of deep excavation on the adjacent tunnel can be alleviated by using the proposed method to predict the excavation-induced displacement of the adjacent tunnel and take some measures.https://www.mdpi.com/2076-3417/13/7/4647deep excavationadjacent tunnelinfluenced zoneprediction methodsoft soil |
| spellingShingle | Bo Liu Chengmeng Shao Ningning Wang Dingwen Zhang Influenced Zone of Deep Excavation and a Simplified Prediction Method for Adjacent Tunnel Displacement in Thick Soft Soil Applied Sciences deep excavation adjacent tunnel influenced zone prediction method soft soil |
| title | Influenced Zone of Deep Excavation and a Simplified Prediction Method for Adjacent Tunnel Displacement in Thick Soft Soil |
| title_full | Influenced Zone of Deep Excavation and a Simplified Prediction Method for Adjacent Tunnel Displacement in Thick Soft Soil |
| title_fullStr | Influenced Zone of Deep Excavation and a Simplified Prediction Method for Adjacent Tunnel Displacement in Thick Soft Soil |
| title_full_unstemmed | Influenced Zone of Deep Excavation and a Simplified Prediction Method for Adjacent Tunnel Displacement in Thick Soft Soil |
| title_short | Influenced Zone of Deep Excavation and a Simplified Prediction Method for Adjacent Tunnel Displacement in Thick Soft Soil |
| title_sort | influenced zone of deep excavation and a simplified prediction method for adjacent tunnel displacement in thick soft soil |
| topic | deep excavation adjacent tunnel influenced zone prediction method soft soil |
| url | https://www.mdpi.com/2076-3417/13/7/4647 |
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