摘要
以滨州某工程为例,采用静力触探法、经验参数法和标准贯入试验成果法对单桩竖向极限承载力分别进行估算,并对结果进行了对比分析,得出标贯法计算的单桩极限承载力相对偏大,静力触探法估算的单桩极限承载力相对较低。
Taking some project at Binzhou as the example,the paper adopts the static cone penetration test,the empirical parameter method,and the standard penetration experimental result method to estimate the single pile＇s vertical ultimate bearing capacity respectively,compares and analyzes the results,and concludes the result of the single pile＇s ultimate bearing capacity by the penetration method is relative bigger,while the one of the estimate of the single pile＇s ultimate bearing capacity by the static cone penetration method is relative lower.
出处
《山西建筑》
2012年第25期87-89,共3页
Shanxi Architecture
关键词
静力触探试验(CPT)
经验参数法
标准贯入试验
Cone Penetration Test（CPT）
empirical parameter method
standard penetration experiment
