铁道科学与工程学报2011，Vol.8Issue(5)：62-66,5.
含水量和压实度对黏性土地基承载力的影响试验研究
Experimental study on influence of clayfoundation bearing capacity by water content and compaction degree
摘要
Abstract
Water content w and compaction degree K are two key factors which affect the bearing capacity of clay - foundation. Through plate load tests and shear strength tests under conditions of different compaction degree, the relation data between compacting factor and clay - foundation bearing capacity was induced firstly. Then, influence of the water content on clay - foundation bearing capacity was investigated by analyzing the changes of soil internal friction angle ρ and cohesion c with the water content changing. At last, a revise method considering water content was proposed based on calculating of clay - foundation bearing capacity by Hansen formula.关键词
黏性土/地基承载力/抗剪强度试验/含水量/压实度/平板荷载试验Key words
clay - foundation bearing capacity/ shear strength test/ water content/ compaction degree/ plate load test分类
建筑与水利引用本文复制引用
徐方,冷伍明,赵春彦,余志武..含水量和压实度对黏性土地基承载力的影响试验研究[J].铁道科学与工程学报,2011,8(5):62-66,5.基金项目
国家高技术研究发展计划(863)项目(2009AA11Z101) （863）
