Case Studies
May 21, 2024

Numerical Simulation of the Influence of a Deep Foundation Pit Adjacent to a Utility Tunnel: Case Study

Publication: Practice Periodical on Structural Design and Construction
Volume 29, Issue 3

Abstract

Excavation of foundation pits can cause deformation and differential settlement to nearby pipe gallery structures, potentially resulting in significant issues such as seepage and structural damage. Based on a deep foundation pit construction project for a residential building plot adjacent to the Wuhan-Jiujiang utility tunnel, a three-dimensional finite element analysis model with cement-soil mixed wall (SMW) and trench cutting remixing deep wall (TRD)-drilled pile is established to study the impact of the excavation process on the utility tunnel. The results indicate that as the foundation pit excavation depth increases, the lateral deformation of the drilled pile support structure shows an initial increase followed by a subsequent decrease, and the maximum lateral deformation occurs at the point approximately one-third from the bottom of the foundation pit. Besides, the surface settlement exhibits an initial increase, followed by a subsequent decrease and eventual stabilization. The deformation of the utility tunnel structure causing by excavation is always within specified limit of 15 mm. Compared to the structure before excavation, the maximum values of axial force, shear force, and bending moment of the utility tunnel increases by 0.09%, 0.14%, and 4.88%, respectively. The stress variation is small, which satisfies the safety requirements for its usage, the feasibility of the TRD-drilled pile support structure is demonstrated. This study can serve as a reference for safety assessment of comparable engineering projects.

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Data Availability Statement

The data used in this study can be provided by the corresponding author upon request.

Acknowledgments

The authors would like to acknowledge the financial support from Scientific Research Fund of Hunan Provincial Education Department (Grant Nos. 22C1492, 22C1495, 23C1124).

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 29Issue 3August 2024

History

Received: May 24, 2023
Accepted: Feb 12, 2024
Published online: May 21, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 21, 2024

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Senior Engineer, School of Architecture and Engineering, Changsha Vocational and Technical College, Changsha, Hunan 410217, China. Email: [email protected]
Lecturer, School of Architecture and Engineering, Changsha Vocational and Technical College, Changsha, Hunan 410217, China. Email: [email protected]
Associate Professor, School of Architecture and Engineering, Changsha Vocational and Technical College, Changsha, Hunan 410217, China. Email: [email protected]
Senior Engineer, Chonfar Engineering and Technology Co., Ltd., 360 Taohuaqian Rd., Dongjingpu, Yuhua District, Changsha, Hunan 410217, China. Email: [email protected]
Pengfei Cui, Ph.D. [email protected]
Lecturer, School of Architecture and Engineering, Changsha Vocational and Technical College, Changsha, Hunan 410217, China (corresponding author). Email: [email protected]

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