长江科学院院报 ›› 2021, Vol. 38 ›› Issue (2): 119-124,130.DOI: 10.11988/ckyyb.20191132

• 岩土工程 • 上一篇    下一篇

盾构隧道施工对邻近建筑物破坏风险初步评估

张运强, 曹文贵, 周苏华   

  1. 湖南大学 土木工程学院,长沙 410082
  • 收稿日期:2019-09-16 修回日期:2019-10-16 发布日期:2021-02-23
  • 通讯作者: 周苏华(1987-),男,江苏盐城人,助教,博士,主要从事岩土工程方面科研工作。E-mail: zhousuhua@hnu.edu.cn
  • 作者简介:张运强(1993-),男,河南周口人,硕士研究生,主要从事岩土工程方面研究工作。E-mail: 1944724816@qq.com
  • 基金资助:
    国家自然科学基金青年基金项目(51708199);中央高校基本科研业务费专项基金(531107050969);贵州省交通运输厅科技项目(2017-143-054);北京市科技计划项目 (Z181100003918005);国家重点研发计划项目(2019YFB1705201)

Preliminary Risk Assessment of Shield Tunnelling-incluced Damage to Adjacent Buildings

ZHANG Yun-qiang, CAO Wen-gui, ZHOU Su-hua   

  1. School of Civil Engineering, Hunan University, Changsha 410082, China
  • Received:2019-09-16 Revised:2019-10-16 Published:2021-02-23

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摘要： 隧道开挖会引起地表和深层土体沉降,研究地层移动规律对于确定建筑物风险等级和保护邻近建筑物具有重要意义。首先,基于Peck公式并考虑深层土体横向沉降槽引起建筑物的沉降和倾斜,得到了建筑物风险区计算模型;然后,通过改变参数,分析了隧道直径D、基础埋深d以及地层损失率VL等对建筑物风险区大小的影响规律,推导得到了风险区的边界值(C/D)0和(x/D)0。最后,根据不同风险控制等级,提出了隧道开挖对邻近建筑物风险的初步评估方法,并将风险区划分为4个部分。研究结果表明:所提风险区划分方法仅需隧道直径D、地层损失率值VL、隧道埋深Z以及沉降槽宽度系数i即可实现,具有简单、高效等特点,且能够反映不同参数对风险区变化的影响。研究结果可为隧道开挖对邻近建筑物安全影响初步判断和风险预估提供参考。

关键词: 隧道工程, Peck公式, 沉降槽, 邻近建筑物, 风险区划分

Abstract: Tunnel excavation will cause surface and subsurface settlement. Studying the law of formation movement is of great significance to determine the risk level of buildings and protect adjacent buildings.Firstly,the calculation model of risk zone is obtained based on Peck's formula considering the settlement and inclination of buildings caused by subsurface settlement trough. Secondly, the influence rules of tunnel diameter D, foundation depth d and ground loss ratio VL on the size of the building risk zone are analyzed, and the boundary values (C/D)0 and (x/D)0 of risk zone are deduced. Finally, according to different risk control levels, a preliminary risk assessment method for adjacent buildings during tunnel excavation is proposed, and the risk zone is divided into four zones. The risk zoning method proposed in this paper is simple and highly-efficient as only four parameters are needed: tunnel diameter D, ground loss ratio VL, tunnel's buried depth Z and coefficient i of settlement trough width. The method also reflects the influence of different parameters on the change of risk zone. The research findings provide reference for preliminary judgment and risk prediction of the impact of tunnel excavation on adjacent buildings' safety.

Key words: tunnel engineering, Peck's formula, settlement trough, adjacent buildings, risk zoning

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