轴向桩承载力方法的再标定

B. V. Dijk, K. Kaltekis
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引用次数: 0

摘要

Lehane等(2017)桩荷载试验(PLT)数据库(新PLT数据库)是联合工业项目(JIP)的结果之一,该项目旨在研究(基于CPT的)打入桩轴向桩容量方法的可靠性。该数据库包含高质量的砂和粘土中桩的轴向荷载试验结果。利用该数据库对近海桩轴向承载力的五种设计方法进行了重新标定。考虑的方法有:对于沙子:Fugro-05 (Kolk等人,2005)Fugro-05 (ISO, 2016)对于粘土:Kolk和van der Velde(1996)土木工程研究和规范中心(CUR, 2001) van Dijk和Kolk(2010)重新校准的方法获得了更低的变异系数(COV)和更好的预测新的PLT数据库的PLT的测量能力的平均值,因此它们可以被认为比原来的方法更可靠。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Recalibration of Axial Pile Capacity Methods
The Lehane et al. (2017) pile load test (PLT) database (new PLT database) is one of the results of a joint industry project (JIP) to investigate the reliability of (CPT based) axial pile capacity methods for driven piles. The database contains results of high quality axial load tests of piles in sand and clay. This database was used to recalibrate five pile design methods for axial pile capacity of offshore piles. The methods considered were: For sand: Fugro-05 (Kolk et al., 2005) Fugro-05 (ISO, 2016)   For clay: Kolk and van der Velde (1996) Centre for Civil Engineering Research and Codes (CUR, 2001) Van Dijk and Kolk (2010) The recalibrated methods obtain a lower coefficient of variation (COV) and a better prediction of the mean of the measured capacity of the PLTs of the new PLT database and hence they can be considered more reliable than the original methods.
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