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A simplified calculation for the pile top settlement of bored piles rested on the middle-weathered bedrock

机译:中风化基岩上钻孔桩桩顶沉降的简化计算

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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:在对浙江省中风化基岩上约200个钻孔桩静载荷试验结果进行统计分析的基础上,运用弹性理论分析了桩身的实测压缩力,然后采用简化方法计算了桩身。提出了竖井压缩,其中包括桩竖井压缩系数ξ。而且,统计结果表明,对于埋在中风化基岩中的桩,桩身受压引起的桩头沉降百分比约为80〜95%。此外,给出了一种简化的计算桩顶沉降的方法,该方法利用了桩身的压缩系数和桩身的压缩力与桩顶沉降的比率。可以得出结论,由于本方法的所有参数均来自静载荷试验的统计结果,因此本计算方法可以考虑塑料桩身受压对桩顶沉降的影响。

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