摘要
对粘性土持力层静压管桩压桩终压力的影响要素进行了论述,并通过工程实例对压桩施工记录和静载试验成果的分析,获得了在杭州地区粘性土持力层静压管桩终压力与单桩竖向极限承载力之间的关系。
In this paper, the effect factors on ultimate pressure of static pressure pipe pile in cohesive bearing stratum are discussed and analyzed based on actual engineering pile construction records and static load tests. As a result, the correlation between ultimate vertical bearing capacity of a single pile and ultimate pressure of static pressure pipe pile by cohesive bearing stratum in Hangzhou is obtained.
出处
《山西建筑》
2014年第9期42-43,共2页
Shanxi Architecture
关键词
终压力
静压管桩
粘性土
单桩竖向极限承载力
ultimate pressure, static pressure pipe pile, cohesive soil stratum, ultimate vertical bearing capacity.