雅加达市中心粘土层桩单元表皮(f)摩阻(Qs)的修正

P. Agung, A. Hermawan, I. K. Sucita
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引用次数: 0

摘要

:在确定单桩摩阻力Q s时,桩单元摩阻力f的评价是重要的,也是困难的。对Nottingham & Schmertmann法和Schmertmann法在粘性土中的曲线和表格设计进行了修正。以PDA检验作为有效数据,对各方法的预测分析结果进行比较。单桩阻力摩擦(Q s(u))和(Q s(Ru))分别由研究现场Schmertmann法随机分析的5个CPT点和CASE和CAPWAP法评估的2个PDA试验点获得。从CPT数据对单位表面摩擦分析的修正结果向PDA试验结果的真实数据靠拢。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Modification of Pile Unit Skin (f) of Frictional Resistance (Qs) on Clayey Layer at Central of Jakarta
: The evaluation of pile unit skin friction (f) is important and difficult in determining frictional resistance (Q s ) of single pile. A modification was conducted on curves and table design of (f) in clayey soil from Nottingham & Schmertmann and Schmertmann methods. PDA test was used as the valid data to compare the prediction analysis result using these methods. Resistance friction (Q s(u) ) and (Q s(Ru) ), respectively of single pile were obtained by 5 random points of CPT analyzed by Schmertmann methods and 2 points of PDA test evaluated by CASE and CAPWAP methods from study site. From the result of modification of unit skin friction analysis using CPT data approaching to the real data from PDA test results.
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