摘要
介绍了碎石桩加强夯方法加固堆场黏性土地基的现场试验,并根据孔隙水压力的消散情况以及强夯前后标准贯入、动力触探和静载荷试验结果,对该方法的加固效果进行了分析。分析结果表明采用碎石桩加强夯的方法可以有效加固黏性土地基。
The field tests of the saturated clayey soil yard ground reinforcement by gravel pile combined with dynamic consolidation are discussed.The consolidation effect of the method is analyzed according to the dissipation of the pore water pressure and the results of the standard penetration, dynamic penetration and loading tests before and after reinforcement.The analyzing result reveals that saturated clayey soil can be reinforced effectively by gravel pile combined with dynamic consolidation method.
出处
《水运工程》
北大核心
2008年第4期101-103,共3页
Port & Waterway Engineering
关键词
强夯
碎石桩
地基处理
dynamic consolidation
gravel pile
ground treatment
