摘要
从微观和宏观方面,分析了真空一堆载联合预压法加固软基的机理,结合具体的工程实践,对其处理方案和处理效果作了阐述,实践证明,该软土地基的处理达到了预期目的。
It analyzes mechanism of soft foundation by vac uu m-stack united pressune method from micro & macro aspects and illustrates its h andling plan & effects combined with concrete practice of project. It is proven that this treatment reaches the target and guarantees quality.
出处
《山西建筑》
2005年第10期39-40,共2页
Shanxi Architecture
关键词
固结机理
真空—堆载联合预压法
软土地基
stabilization mechanism, vacuum-stack united p ressure method, soft foundation
