节点文献
水泥土搅拌桩复合地基承载力公式中折减系数β取值的分析
ANALYSIS OF REDUCED COEFFICIENT β IN FORMULA FOR BEARING CAPACITY OF CEMENT-SOIL MIXED PILE COMPOSITE FOUNDATION
【摘要】 水泥土搅拌桩复合地基承载力设计公式中的桩间土承载力折减系数 β值需根据经验确定 ,且取值范围较大。因此 ,要准确计算出复合地基承载力有一定难度。本文根据桩土共同作用机理 ,探讨了折减系数 β的各种影响因素。在比较研究了一些典型工程静载试验的实测资料之后 ,对系数 β的取值作了具体分析并给出了合理的建议值。
【Abstract】 The reduced coefficient β in formula for designing for bearing capacity of cement-soil mixedpile composite foundation was determined by the experiences and the range of βis wide. So, it is difficult to accurately calculate bearing capacity of composite foundation. Based on the interaction of pile and soil, this paper discusses various factors influencing the reduced coefficient β. By comparing the field static load test results of some typical engineering projects, the reduced parameter β is analyzedand suggested its reasonable value.
【关键词】 水泥土搅拌桩;
复合地基;
承载力;
折减系数β;
【Key words】 Cement-soil mixedpile, Composite foundation; bearing capacity, Reduced parameterβ;
【Key words】 Cement-soil mixedpile, Composite foundation; bearing capacity, Reduced parameterβ;
- 【文献出处】 工程地质学报 ,Journal of Engineering Geology , 编辑部邮箱 ,2003年04期
- 【分类号】TU473.11
- 【被引频次】31
- 【下载频次】256