收藏切换
Force and Deformation of Shield Tunnel under the Influence of Pre-Dewatering in Adjacent Foundation Pit
收藏切换
PDF
Cheng LUO1, 2, Xueqin XIA3, Yunrong ZENG1, Anhua WANG1, Lingxiao GUAN3, Changjie XU3
Urban Rapid Rail Transit | 2024, 37(2) : 99 - 106
Less
收藏切换
Urban Rapid Rail Transit | 2024, 37(2): 99-106
Civil Engineering Technology
Force and Deformation of Shield Tunnel under the Influence of Pre-Dewatering in Adjacent Foundation Pit
Full
Cheng LUO1, 2, Xueqin XIA3, Yunrong ZENG1, Anhua WANG1, Lingxiao GUAN3, Changjie XU3
Affiliations
  • 1 Nanchang Rail Transit Group Co., Ltd. Nanchang 330038
  • 2 Nanchang Rail Transit Group Engineering Construction Co., Ltd. Nanchang 330199
  • 3 School of Civil Engineering and Architecture East China Jiaotong University Nanchang 330013
doi: 10.3969/j.issn.1672-6073.2024.02.015
Outline
收藏切换

To explore the stress and deformation characteristics of an existing tunnel caused by foundation pit dewatering, a threedimensional numerical model was established based on an actual project. Taking the maximum vertical displacement of the tunnel as the evaluation index, an orthogonal table is used to screen the optimal combination and the main influencing factors. Then, the main influencing factors are analyzed via univariate analysis to study the stress and deformation law of the tunnel. The results of the range and variance analyses showed that the insertion depth of the diaphragm wall was the main factor affecting the maximum vertical displacement of the tunnel outside the pit. Therefore, when a new foundation pit project adjacent to an existing tunnel has a dewatering demand, this factor can be selected first to control tunnel deformation. As the insertion depth of the diaphragm wall increases, the bending moment and deformation of the tunnel decrease. After the insertion depth of the diaphragm wall reaches a soil layer with poor water permeability, the tunnel deformation decreases significantly. At this time, the deformation of the tunnel can be effectively controlled; however, controlling the deformation of the tunnel by increasing the insertion depth is of little significance. The dewatering causes the adjacent tunnel outside the pit to produce "horizontal duck egg" settlement deformation toward the pit, obliquely downward, and the deformation of the tunnel vault and the side arch waist of the adjacent foundation pit should be emphasized during the construction process.

urban rail transit  /  shield tunnel  /  foundation pit dewatering  /  tunnel deformation  /  numerical simulation  /  orthogonal analysis
Cheng LUO, Xueqin XIA, Yunrong ZENG, Anhua WANG, Lingxiao GUAN, Changjie XU. Force and Deformation of Shield Tunnel under the Influence of Pre-Dewatering in Adjacent Foundation Pit[J]. Urban Rapid Rail Transit, 2024 , 37 (2) : 99 -106 . DOI: 10.3969/j.issn.1672-6073.2024.02.015
Year 2024 volume 37 Issue 2
PDF
346
143
Cite this Article
BibTeX
Article Info
doi: 10.3969/j.issn.1672-6073.2024.02.015
  • Receive Date:2023-07-16
  • Online Date:2025-07-09
Article Data
Affiliations
History
  • Received:2023-07-16
  • Revised:2023-12-27
Funding
Affiliations
    1 Nanchang Rail Transit Group Co., Ltd. Nanchang 330038
    2 Nanchang Rail Transit Group Engineering Construction Co., Ltd. Nanchang 330199
    3 School of Civil Engineering and Architecture East China Jiaotong University Nanchang 330013
References
Share
https://castjournals.cast.org.cn/joweb/dskgjt/EN/10.3969/j.issn.1672-6073.2024.02.015
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT