摘要
通过工程施工实践,分析了强夯块石礅和堆载预压原理,尝试性地将两者结合起来使用,详细地介绍了强夯块石礅和堆载预压的施工过程,总结工程加固效果,为在沿海地区局部具有地下构筑物地段软基处理提供了参考经验。
Combined with practical work the working mechanisms of heavily rammed stone-piers and preloading method with accumulating load are analyzed. The method combined with those tow methods is introduced as well as practical construction process in one soft soil foundation treatment work. The reinforcement effect of this work is summarized, which provide good references for similar works in costal area.
出处
《山西建筑》
2008年第10期110-111,共2页
Shanxi Architecture
关键词
强夯块石礅和堆载预压
试夯
置换深度
地基强度
沉降观测
heavily rammed stone-piers and preloading method with accumulating load, pre-consolidation, replacement depth, foundation strength, settlement observation