工业厂房深基坑工程沉降观测及数据分析
Settlement Observation and Data Analysis of Deep Foundation Pit Engineering of Industrial Plant
胡磊1
作者信息
- 1. 中国建筑材料工业地质勘查中心浙江总队,浙江 杭州 310022
- 折叠
摘要
文中以浙江温州某工业厂房为例,设计合理监测方案对基坑深层水平位移、坡顶沉降量、坡顶水平位移、地下水位及周边地表沉降量进行连续监测.结果表明,基坑累计坡顶沉降量时程响应曲线快速增加阶段的日位移速率约为0.08 mm/d,缓慢增加阶段的日位移速率约为0.008mm/d;基坑累计周边地表沉降量快速增加阶段的日位移速率约为0.2 mm/d,基坑地下水位累计下降量快速增加阶段的日位移速率约为6.25 mm/d;所有测点的数据均未达到设计的预警值,各个变形的日变化速率均相对较小,证实该基坑支护工程安全可靠.
Abstract
Taking an industrial plant in Wenzhou,Zhejiang Province as an example,a reasonable monitoring scheme was designed to continuous-ly monitor the deep horizontal displacement of foundation pit,the settlement of the slope top,the horizontal displacement of the slope top,the groundwater level and the surrounding surface settlement.The results show that the daily displacement rate is about 0.08 mm/d in the stage of rapid increase and about 0.008 mm/d in the stage of slow increase.The daily displacement rate is about 0.2 mm/d in the stage of rapid increase of accumulated surface settlement around the foundation pit.The daily displacement rate is about 6.25 mm/d in the stage of rapid increase of the cumulative decrease of foundation pit groundwater level.The data of all measuring points have not reached the designed warning value,and the daily change rate of each deformation is relatively small,which confirms the safety and reliability of the foundation pit supporting project.
关键词
工业厂房/深基坑工程/监测/水平位移/沉降量Key words
Industrial plant/Deep foundation pit engineering/Monitor/Horizontal displacement/Settling capacity引用本文复制引用
出版年
2024
国家科技期刊平台
NSTL
万方数据