江西建材Issue(10)：240-241,256,3.
软土地区复杂条件下超大深基坑变形监测分析
Deformation Monitoring and Analysis of Super-large Deep Foundation Pit Under Complex Conditions in Soft Soil Area
戚杨军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
Abstract
In order to improve the construction quality of super deep foundation pit in soft soil area,this paper takes a building project as an example to analyze the surrounding environmental data,horizontal displacement data,vertical displacement data and supporting axial force data of its supporting structure.The results show that with the progress of construction,the building settlement increases rapidly at first,then slowly and then rapidly.The road settlement shows a change law of rapid increase at first and then a slow increase.The maximum building settlement is 24 mm,and the maximum surrounding road settlement is 24.5 mm.The maximum horizontal displacement of the top of the foundation pit support is 46.6 mm,and the maximum vertical displacement of the top of the foundation pit support is 22.5 mm.The groundwater level shows a law of continuous decline,and the maximum variation of the water level reaches 717 mm.All the monitoring data are within the range of de-sign requirements,indicating that the supporting structure and dewatering measures adopted in this project have certain safety and rationality,and have achieved the expected effect of design.关键词
软土地区/复杂条件/超大深基坑/监测方案/变形特性Key words
Soft soil area/Complex conditions/Super deep foundation pit/Monitoring programme/Deformation characteristic分类
建筑与水利引用本文复制引用
戚杨军..软土地区复杂条件下超大深基坑变形监测分析[J].江西建材,2024,(10):240-241,256,3.
