摘要
介绍了处理软土路基的先处理法和后处理法的原理以及基本特点,分析了两种处理方法的变形计算,阐明了后处理法能有效减少路基的工后变形量,在地基处理方面具有广泛的应用前景。
It introduces the principle and basic characteristics of pre-treatment and after treatment method in treating soft soil roadbed, and analyses the deformation calculation of the two treatment methods. Then it represents the after treatment method can reduce the deformation degree after the treatment of roadbed. These show this method have widespread application foreground in the treatment of roadbed.
出处
《山西建筑》
2006年第18期95-97,共3页
Shanxi Architecture
关键词
软土路基
先处理法
后处理法
变形量
soft soil roadbed, pre-treatment method, after treatment method, deformation degree
