摘要
以上海某堆载预压试验项目为依托,通过对原地表竖向位移、土体分层竖向位移、坡脚水平位移、孔隙水压力、土压力、土体深层水平位移、地下水位等全面的全过程的信息化监测,研究了堆载预压期间地基变形的分布和发展规律,为评价地基处理效果提供基础数据,为上海地区同类地基处理的设计和施工提供借鉴和参考。
Based on a pile load preloading test project in Shanghai,this study comprehensively monitors the entire process of vertical displacement of the original ground surface,vertical displacement of soil layers,horizontal displacement at the foot of the slope,pore water pressure,soil pressure,deep horizontal displacement of soil,and groundwater level through information technology.The distribution and development law of foundation deformation during the pile load preloading period are studied,providing basic data for evaluating the effectiveness of foundation treatment and providing reference and reference for the design and construction of similar foundation treatments in Shanghai.
作者
潘建
Pan Jian(SGIDI Engineering Consulting(Group)Co.,Ltd.,Shanghai 200093,China)
出处
《山西建筑》
2024年第10期89-93,共5页
Shanxi Architecture
关键词
软土地基
堆载预压法
试验
监测
soft soil foundation
stacking preloading method
experiment
monitoring
