摘要
基沉降差异是影响地基稳定性的主要因素之一,是引起高速公路桥头跳车的主要原因,文章提出了高等级公路柔性地基的处理方法,介绍了地基强夯法的技术参数、施工过程及要求。
The difference of road base subsiding is the main factor affecting the base' s stability, and the main cause of car - jump at bridgeheads of expressways. This article has proposed measures to deal with soft base and introduced technological indexes, construction process and requirements of power tamping on the base.
出处
《山西科技》
2006年第3期113-113,115,共2页
Shanxi Science and Technology
关键词
青银
高速公路
桥头
强夯法
施工
Qinghai- Yinchuan
expressway
bridgehead
power tamping
construction