摘要
首先分析真空联合堆载预压加固路基的原理、特点,然后结合工程实例对其加固效果进行前后对比,为该方法在市政道路工程的软基处理中提供参考经验。
Firstly,this paper analyzes the vacuum stack preloading in the reinforcement of embankment principles and characteristics.And then combined with engineering examples,it compares effect before and after reinforcement to provide reference experience for soft foundation treatment of municipal road projects.
出处
《施工技术》
CAS
北大核心
2013年第S1期368-373,共6页
Construction Technology
关键词
真空联合堆载预压
软土地基
真空
卸载
vacuum stack preloading
soft foundation
vacuum
unloading
