旁压试验确定上海软土地区的单桩承载力 |
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作者姓名: | 杨石飞 顾国荣 董建国 |
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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 |
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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。
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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 |
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Authors: | Yang Shifei |
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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. |
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Keywords: | Pressuremeter Test (PMT) Bearing Capacity of Single Pile Static Cone Penetration Test(CPT) |
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