Displacement of piles from pressuremeter test results - a summary of French research and practice

IF 1.1 Q4 ENGINEERING, GEOLOGICAL
R. Frank
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引用次数: 1

Abstract

This paper presents the ‘load-transfer functions’ t-z and p-y methods for determining the axial and lateral displacements of single piles. They are based on the results of pressuremeter tests. The methods from the results of the Ménard pre-borehole pressuremeter tests (MPM) and the self-boring pressuremeter tests (PAF, for Pressiomètre AutoForeur in French) are described. Especially, the t-z and p-y methods derived from the MPM test results are commonly used in the French practice. For both t-z and p-y curves, some theoretical background (usually FEM calculations in linear elasticity) is given. The results of the t-z and p-y analyses are compared to the measurements from loading tests on full scale piles. A proposal concerning barrettes is also presented.
压力计测试结果的桩位移——法国研究与实践综述
本文提出了确定单桩轴向和横向位移的“荷载传递函数”t-z和p-y方法。它们是基于压力计测试的结果。介绍了根据Ménard钻孔前压力计测试(MPM)和自钻孔压力计测试结果(PAF,法语为Pressiomètre AutoForeur)得出的方法。特别是,从MPM测试结果得出的t-z和p-y方法在法国实践中常用。对于t-z和p-y曲线,给出了一些理论背景(通常是线弹性中的有限元计算)。将t-z和p-y分析的结果与全尺寸桩荷载试验的测量结果进行了比较。还提出了一项关于发夹的建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Soils and Rocks
Soils and Rocks ENGINEERING, GEOLOGICAL-
CiteScore
1.00
自引率
20.00%
发文量
49
期刊介绍: Soils and Rocks publishes papers in English in the broad fields of Geotechnical Engineering, Engineering Geology and Environmental Engineering. The Journal is published in April, August and December. The journal, with the name "Solos e Rochas", was first published in 1978 by the Graduate School of Engineering-Federal University of Rio de Janeiro (COPPE-UFRJ).
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