成都膨胀土地区强夯加固地基施工效果的研究  

The research about the dynamic consolidation effect of expansive soil in Chengdu region

作　　者：宋明胤 高文银 

机构地区：[1]石家庄铁源工程咨询有限公司成都分公司

出　　处：《山西建筑》2011年第7期61-62,共2页Shanxi Architecture

摘　　要：通过成都东郊某工地强夯施工实例,研究了成都地区膨胀土强夯施工加固效果,分别得出膨胀土地区强夯对沉降量、影响深度和地基承载力的影响成果,为成都膨胀土地区,强夯加固工程提供了参考指标。In this paper, the dynamic consolidation effect of expansive soil is researched by a project in Chengdu region, to draw a conclusion about dynamic consolidation effect, such as settlement, influence depth, bearing capacity of foundation. The reference value of dynamic consolidation for expansive soil in Chengdu region can be used to direct construction in this region

关 键 词：强夯 膨胀土 沉降量 影响深度 地基承载力 

分 类 号：TU472.31[建筑科学—结构工程]