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Evaluation of the Impacts of Phased Excavation of Shield Tunnel on Adjacent Piled Raft Foundation of a Building

  • 2025
  • OriginalPaper
  • Chapter
Published in:
Authors
Mahendra Patel
Baleshwar Singh
Published in
Proceedings of 9IYGEC 2023, Volume 2
Publisher
Springer Nature Singapore

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Abstract

The chapter focuses on evaluating the impacts of phased excavation of shield tunnels on adjacent piled-raft foundations, a critical issue in high-density urban areas. It employs a 3D finite element model to simulate soil-structure interactions and predict ground movements and structural responses. The study analyzes the effects of tunnel face pressure and grout pressure on ground settlement and pile lateral displacement at different phases of excavation. Polynomial regression models are developed to predict these responses accurately, highlighting the strong influence of tunnel pressures on ground deformations. The research provides valuable insights into mitigating risks and predicting ground deformations caused by tunneling, making it a crucial read for professionals in the field.
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previous chapter Effect of Rainfall on Triggering Mass Movement in Outer Himalaya Near Dharamshala Town, India
next chapter Deterministic and Probabilistic Analysis of Railway Tunnel Under Construction Near Srinagar (Garhwal)
Title
Evaluation of the Impacts of Phased Excavation of Shield Tunnel on Adjacent Piled Raft Foundation of a Building
Authors
Mahendra Patel
Baleshwar Singh
Copyright Year
2025
Publisher
Springer Nature Singapore
Book
Proceedings of 9IYGEC 2023, Volume 2

Print ISBN: 978-981-9769-87-2

Electronic ISBN: 978-981-9769-88-9

Copyright Year: 2025

DOI
https://doi.org/10.1007/978-981-97-6988-9_19
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