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Probabilistic assignment of effective friction angles of sands and silty sands FROM CPT using quantile regression

机译:利用分位数回归概率分配CPT砂和粉砂有效摩擦角

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This paper develops new probabilistic correlations for assigning design values of effective friction angle (Φ') of clean to silty sands from cone penetration test (CPT) data. New transformation models are proposed using a high-quality database of undisturbed sands. The sand samples have been collected using special methods (freezing, gel samplers. Mazier tube) and tested in the laboratory triaxial compression mode. The CPT soundings have been performed using electronic piezocone penetrometers (q_(t1) f_(s1) u_2) advanced at the standard rate of 20 mm/s. Two CPT normalisation schemes (q_(t1), Q_(tn)) are investigated. Correlations are obtained through quantile regression, a statistical method which allows the assignment of regression functions which are directly and quantitatively associated with probabilities of exceedance. The derived relationships allow the geoengineer to estimate the effective stress friction angle at any desired level of conservatism. The paper concludes by demonstrating how to apply the results practically in geotechnical design.
机译:本文开发了新的概率相关性,用于根据圆锥体渗透试验(CPT)数据分配清洁砂与粉砂的有效摩擦角(Φ')的设计值。使用高质量的原状砂土数据库提出了新的转换模型。使用特殊方法(冷冻,凝胶采样器,Mazier管)收集了沙子样品,并在实验室三轴压缩模式下进行了测试。 CPT探测是使用以20 mm / s的标准速率前进的电子压电锥度计(q_(t1)f_(s1)u_2)进行的。研究了两种CPT归一化方案(q_(t1),Q_(tn))。相关性是通过分位数回归获得的,分位数回归是一种统计方法,可以分配与超出概率直接且定量相关的回归函数。推导的关系使地球工程师可以在任何期望的保守程度下估计有效应力摩擦角。本文最后通过演示如何将结果实际应用于岩土工程设计中来结束。

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