摘要
该文将堆载预压加固非饱和土理论运用到强夯处理山区高填方地基中,提出上部强夯有效加固土层对下部弹性区域土层的预压作用,通过工程实践证明该理论在一定条件下能有效提高强夯法的可加固深度,从而扩大强夯法在山区高填方地基处理中的应用范围。
Theory of piling preloading reinforcement of unsaturated soil is applied in high embankment treatment with dynamic compaction in moun- tainous area, and the result that the upper soil layer effectively reinforced had preloading impact on the lower elastic soil layer is presented. The theory is proved through practical engineering that it can effectively enhance the reinforceable depth with dynamic compaction method, thus dynamic compaction method is popularized in high fill foundation treatment in mountainous area.
出处
《重庆建筑》
2012年第9期53-55,共3页
Chongqing Architecture
关键词
强夯法
堆载预压
非饱和土
地基处理
dynamic compaction method
prvloading
unsaturated soil
foundation trcatment
