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考虑空间变异性的基坑降水支护开挖引起地面沉降的可靠度评估

章润红 GOH Anthony 周廷强 仉文岗

土木与环境工程学报(中英文)2021,Vol.43Issue(1):54-63,10.
土木与环境工程学报(中英文)2021,Vol.43Issue(1):54-63,10.DOI:10.11835/j.issn.2096-6717.2020.170

考虑空间变异性的基坑降水支护开挖引起地面沉降的可靠度评估

Reliability assessment of excavation-induced ground surface settlement with groundwater drawdown considering spatial variability

章润红 1GOH Anthony 2周廷强 3仉文岗1

作者信息

  • 1. 重庆大学土木工程学院,重庆400045
  • 2. 新加坡南洋理工大学 土木与环境工程学院,新加坡 639798
  • 3. 重庆三峡学院 土木工程学院,重庆 404130
  • 折叠

摘要

Abstract

For braced excavations in deep deposits of soft clays or residual soils,the ground surface settlement behind the excavation is correlated with the extent of basal heave as well as the wall deflections and is also affected by the magnitude of the groundwater drawdown behind the retaining system.Reliability analysis based on a recently developed simplified logarithm regression model for estimation of the maximum ground surface settlement is presented.The first-order reliability method implemented with a variance reduction technique while considering soil spatial variability is employed to investigate the probability that certain ground surface settlement threshold is exceeded.This paper presents the effects of spatial averaging and the influence of several key design parameters including the stiffness of the wall system,the magnitude of the threshold ground surface settlement,the coefficient of variation of the soil properties,and the magnitude of the groundwater drawdown on the ground surface settlement.It is concluded that soil spatial variability results in a higher probability of failure (i.e.,a lower reliability index),without considering it would result in an unreliable design.A larger characteristic length results in a lower probability of failure and a higher reliability index.When the spatial variability of both the cu/σ'v and E50/cu are considered,the influence onβis more significant.

关键词

地面沉降/基坑支护开挖/降水/空间变异性/方差缩减

Key words

ground surface settlement/braced excavation/groundwater drawdown/spatial reliability/variance reduction

分类

建筑与水利

引用本文复制引用

章润红,GOH Anthony,周廷强,仉文岗..考虑空间变异性的基坑降水支护开挖引起地面沉降的可靠度评估[J].土木与环境工程学报(中英文),2021,43(1):54-63,10.

基金项目

National Natural Science Foundation of China (No.52078086) (No.52078086)

Program of Distinguished Young Scholars, Natural Science Foundation of Chongqing,China(No.cstc 2020jcyj-jq0087) (No.cstc 2020jcyj-jq0087)

Chongqing Construction Science and Technology Plan Project (No.2019-0045). (No.2019-0045)

土木与环境工程学报(中英文)

OACSCDCSTPCD

2096-6717

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