摘要
某500 k V变电站场地粉砂具有湿陷性,通过综合比较各种地基处理方法的优缺点和可行性,制定合理的地基处理方案,同时,针对GIS基础对沉降非常敏感的特点,采取合理措施,减少基础沉降,取得了良好的效果。
In a 500 k V substation,the soil in the site is collapsibility silt. Through the comprehensive comparison of the advantages and feasibility of various ground treatment methods,a reasonable foundation treatment scheme is formulated,at the same time,because the GIS foundation is very sensitive to the settlement,the reasonable measures are taken to reduce the foundation settlement,achieved good effect.
出处
《山西建筑》
2016年第4期56-57,共2页
Shanxi Architecture
关键词
湿陷性
地基处理
变电站
GIS基础
collapsibility
ground treatment
substation
GIS foundation
