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大直径盾构隧道施工对高层建筑及桩基影响数值分析

杨记芳

太原理工大学学报2017,Vol.48Issue(5):772-777,6.
太原理工大学学报2017,Vol.48Issue(5):772-777,6.DOI:10.16355/j.cnki.issn1007-9432tyut.2017.05.012

大直径盾构隧道施工对高层建筑及桩基影响数值分析

Numerical Analysis on Pile Foundations′Settlement in Large Diameter Shield Tunnel Construction

杨记芳1

作者信息

  • 1. 山西省交通科学研究院,太原 030006
  • 折叠

摘要

Abstract

According to the construction conditions of a large diameter shield tunnel under construction in soft ground adj acent pile foundation of high-rise building,a three-dimensional nu-merical model was established and compared with field data to verify the rationality of the model. The paper also discussed the effects of different crossing forms of shield construction on high-rise building settlement and pile deformation for large diameter shield through the pile foundation of high-rise building,thus to provide reference for construction control.

关键词

大直径盾构隧道/桩基/高层建筑/沉降/数值模拟

Key words

large diameter shield tunnel/pile foundation/high building/settlement/numeri-cal analysis

分类

交通工程

引用本文复制引用

杨记芳..大直径盾构隧道施工对高层建筑及桩基影响数值分析[J].太原理工大学学报,2017,48(5):772-777,6.

基金项目

山西省交通科技基金资助项目(2015-1-18) (2015-1-18)

太原理工大学学报

OA北大核心CSTPCD

1007-9432

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