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Precast Pile Static Load High Strain Comparative Study
Author(s): 
Pages: 151-153
Year: Issue:  z1
Journal: Urban Geotechnical Investigation & Surveying

Keyword:  预制桩极限承载力高应变波形拟合法;
Abstract: 分别采用高应变测试和静载试验的方法对某工程两根预制桩进行了承载力检测,对比分析了以桩土参数优先和拟合质量系数优先所获得的高应变测试结果,并与静载试验结果相比较,指出了在预制桩承载力高应变测试分析中如何对桩土参数进行合理取值.
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