Deformation Control for Foundation Pit Segmented Construction Adjacent to Operational High-speed Railway Lines
Objective Limited land use resource and arrangement adjacent to operational high-speed railway lines pose significant challenges to some city foundation pit constructions and the railway operational safety. To reasonably predict and control the foundation pit and adjacent high-speed railway subgrade...
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Published in | Chengshi Guidao Jiaotong Yanjiu Vol. 27; no. 8; pp. 223 - 226 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | Chinese |
Published |
Urban Mass Transit Magazine Press
01.08.2024
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Subjects | |
Online Access | Get full text |
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Summary: | Objective Limited land use resource and arrangement adjacent to operational high-speed railway lines pose significant challenges to some city foundation pit constructions and the railway operational safety. To reasonably predict and control the foundation pit and adjacent high-speed railway subgrade deformations, it is necessary to conduct deformation control studies on foundation pit construction. Method Based on an open-cut foundation pit near a high-speed railway subgrade in Shanghai, Plaxis 3D software is used to analyze the impact of different foundation pit segmented construction lengths on the enclosure structure and adjacent high-speed railway subgrade, and the deformation control effectiveness of segmented construction on foundation pit itself and adjacent high-speed railway subgrade is analyzed according to field-measured data. Result & Conclusion Segmented construction can effectively reduce the deformation of both the foundation pit enclosure structure and the existing high-speed railway subgrade. |
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ISSN: | 1007-869X |
DOI: | 10.16037/j.1007-869x.2024.08.038 |