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Procedia Earth and Planetary Science· 2012

Numerical Analysis of the Influence of Isolation Piles in Metro Tunnel Construction of Adjacent Buildings

Aijun Yao, Xuejia Yang, Dong Lei

Short summary

Isolation piles effectively control building deformation during metro tunnel excavation, reducing it to meet standard requirements and ensure building safety.

AI-generated from the title and abstract; the full text is not read.

Key points

  • Metro tunnel excavation significantly influences adjacent building foundations.
  • Isolation piles are an effective technical measure to control building deformation during tunnel excavation.
  • Numerical simulations using FLAC3D show isolation piles reduce building deformation to meet standard requirements.
  • The study uses Beijing subway line eight as a case example.

AI-generated from the title and abstract; the full text is not read.

Abstract

The metro running intervals with more and more existing constructions put an inevitable influence on the existing construction foundation. In order to control the impact to certain limits, it is necessary to adopt effective technical measures before construction. This thesis analyzes the effect of isolation piles in controlling building deformation during the tunnel excavation by using the finite difference software FLAC3D, which takes Beijing subway line eight as an example and the construction conditions are divided into no reinforcement measures and applied isolated piles. By the contrast analysis, isolation piles can effectively control the building deformation through stress isolation and building deformation can be accord with requirement of standard, then to ensure the safe use of the building. In addition, this thesis can give references for the same kind of tunnelling construction in the future.

The authors' abstract, as published at the source. Procedia Earth and Planetary Science, 2012 · DOI ↗

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Field: General Engineering

General EngineeringEngineering