摘要
根据真空堆载联合预压法加固软基的试验数据,对直排式和普通式两种不同施工技术的真空堆载联合预压法的规律性进行了分析研究,并对其加固软基的效果进行了对比,旨在为软土地基的加固提供新的技术方案。
According to the vacuum preloading method in the reinforcement of soft foundation test data,On the straight platoon type and ordinary type two kinds of different construction technology of vacuum combined with surcharge preloading regularity are analyzed,and the soft base reinforcement effect were compared,designed for soft soil ground reinforcement provides a new technical scheme.
出处
《城市勘测》
2011年第6期163-166,共4页
Urban Geotechnical Investigation & Surveying
关键词
软土地基
真空堆载联合预压
直排式
试验分析
soft foundation
vacuum and preloading method
vertical type
effectiveness analysis