科技通报2024,Vol.40Issue(1) :44-48.DOI:10.13774/j.cnki.kjtb.2024.01.007

运营地铁隧道近大直径基桩施工影响变位空间分布研究

Analysis on Spatial Distribution of Displacement Influenced by Pile Construction Near Large Diameter Foundation of Metro Tunnel in Operation

张益锋 陈冰冰 王立峰 黄登柯 寿凌超 包挺
科技通报2024,Vol.40Issue(1) :44-48.DOI:10.13774/j.cnki.kjtb.2024.01.007

运营地铁隧道近大直径基桩施工影响变位空间分布研究

Analysis on Spatial Distribution of Displacement Influenced by Pile Construction Near Large Diameter Foundation of Metro Tunnel in Operation

张益锋 1陈冰冰 2王立峰 3黄登柯 2寿凌超 3包挺3
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作者信息

  • 1. 杭州萧山城市基础设施建设有限公司,杭州 311200
  • 2. 杭州萧山城市建设投资集团有限公司,杭州 311200
  • 3. 浙江明燧科技有限公司,杭州 311400
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摘要

本文基于杭州某高架桥桩基的试桩工程,通过对现场实测分析,得到如下结果:软土地层大直径桩(D=1.5 m)施工对邻近既有运营隧道的影响范围为0.33~0.50H(H为桩长).近桩隧道比远桩隧道受基桩施工影响的敏感度相对更高,以同期的变化速率来看,约是1.5~2.6倍关系.基桩施工对于远处的右线隧道几乎无影响.

Abstract

Based on the pile test project of a viaduct foundation in Hangzhou,the following results are obtained through the analysis of the field measurement:The influence range of construction of large diameter pile in soft soil layer(D=1.5 m)on the adjacent existing operating tunnel is 0.33-0.50 H(H is pile length).The sensitivity of near-pile tunnel to the influence of foundation pile construction is relatively higher than that of far-pile tunnel,and the change rate is about 1.5-2.6 times in the same period.Foundation pile construction has little effect on the far right line tunnel.

关键词

桩基/隧道/水平位移/沉降

Key words

pile foundation/tunnel/horizontal displacement/settlement

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出版年

2024
科技通报
浙江省科学技术协会

科技通报

CSTPCDCHSSCD
影响因子:0.457
ISSN:1001-7119
参考文献量10
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