摘要
结合大量的试验、勘察数据资料,分析地基土的基本工程性质、存在的工程地质问题,提出采用强夯法对地基土进行处理。根据检测结果,分析比较了处理前、处理后湿陷性黄土的物理力学、湿陷性等特性,证明了强夯处理湿陷性黄土效果显著。
This paper has obtained the distribution rule of physical and mechanical indexes of foundation soil, existed foundation problems after dynamic consolidation by combining many test and engineering investigation data. The change of physical-mechanical properties of loess before and after dynamic consolidation and collapsible properties are studied by means of the testing results. It is proof that dynamic consolidation method effect well obviously in tackling with collapsible loess .
出处
《资源环境与工程》
2008年第6期588-590,共3页
Resources Environment & Engineering
关键词
强夯
湿陷性黄土
地基承载力
dynamic consolidation method
collapsible loess
allowable bearing capacity of foundation
