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A Simplified Calculation for the Pile Top Settlement of Bored Piles Rested on the Middle-weathered Bedrock

机译:对钻孔桩的桩顶沉降的简化计算放在中间风化的基岩上

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Based on the statistical analysis of results from the static load tests of about 200 bored piles rested on the middle-weathered bedrock in Zhejiang province, the measured compression of pile shaft was analyzed using the elastic theory, and then a simplified method for calculating the pile shaft compression was presented including a pile shaft compression factor, ξ Moreover, statistical results show that, for the pile embedded into a middle-weathered bedrock, the percentage of the settlement at pile head caused by the pile shaft compression is about 80~95%. In addition, a simplified method for calculating the pile top settlement was given, taking advantage of the pile shaft compression factor and the ratio of the pile shaft compression to the pile top settlement. It can be concluded that, the present calculating method can consider the influence of the plastic pile shaft compression on the settlement at pile top, due to that all the parameters of the present method are derived from the statistical results of the static load tests.
机译:基于浙江省中间风化的基岩静态负荷试验结果的统计分析,使用弹性理论分析了桩轴的测量压缩,然后进行了一种计算桩的简化方法提出了轴压缩,包括绒毛轴压缩因子,ξ此外,统计结果表明,对于嵌入中间风化的基岩中的桩,由桩轴压缩引起的桩头沉降的百分比约为80〜95% 。此外,给出了一种用于计算桩顶沉降的简化方法,利用绒毛轴压缩因子和桩轴压缩与桩顶沉降的比率。可以得出的结论是,本计算方法可以考虑塑料桩轴压缩对桩顶的沉降的影响,因为本方法的所有参数源自静态负载试验的统计结果。

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