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旁压试验确定上海软土地区的单桩承载力
作者姓名:杨石飞  顾国荣  董建国
作者单位:1. 同济大学地下建筑与工程系,上海,200092
2. 上海岩土工程勘察设计研究院,200002
3. 同济大学,上海,200092
摘    要:该文搜集上海地区三十多项旁压试验资料工程,以及近133组静载荷试验,经过分析、统计、比较,得出根据旁压试验确定单桩竖向极限承载力的公式,表明该公式的普遍适用性,是对静载试验方法的有益补充。同时对379组分别采用旁压和静探试验估算的单桩承载力的比较,表明采用旁压试验方法估算的单桩承载力与静探方法基本吻合。

关 键 词:软土地区  旁压试验  单桩承载力  静力触探  上海
修稿时间:2002年8月9日

Determination of Bearing Capacity of Single Pile in Shanghai Soft Soil with Pressuremeter Test
Authors:Yang Shifei
Abstract:More than 30 pressuremeter test (PMT) and 133 groups of pile load tests data from Shanghai is collected After statistical analysis and comparison, a method to determine vertical bearing capacity of single pile is proposed, which is universally applicable and may be a good complement of statically loading test . In addition, bearing capacity of single pile by PMT and CPT method from 379 groups of test is compared to show that there is good coincidertal relationship between these two methods.
Keywords:Pressuremeter Test (PMT)  Bearing Capacity of Single Pile  Static Cone Penetration Test(CPT)
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