摘要
结合阳城北500kV变电站的高填方地形、地质条件,采用新型土工格栅护坡与孔内深层强夯法(DDC)灰土桩、灰土垫层法相结合的方案,达到站址稳定,地基不均匀沉降减小的目的,保证变电站的正常运行。
Connecting with the high fill landform and geological conditions of 500 kV substation in the north part of Yangcheng, the scheme of combining the new-type geogrid slope protection, DDC (down-hole dynamic compaction) limesoil pile and lime-soil cushion was adopted for achieving the aims of stabilizing the site of the substation, reducing the uneven subsidence of the foundation and insuring the normal operation of the substation.
出处
《科技情报开发与经济》
2012年第9期131-133,共3页
Sci-Tech Information Development & Economy