Interpretation of load tests on minipiles

IF 0.3 Q4 ENGINEERING, GEOLOGICAL

Geotechnical Engineering Pub Date : 2004-04-01 DOI:10.1680/GENG.2004.157.2.85

Sang-Soo Jeon

引用次数: 6

Abstract

This paper examines the results of 21 full-scale field tests on minipiles and synthesises the results into a convenient design procedure that incorporates both estimated axial displacements and soil properties. Both cohesive and cohesionless soils are included in this evaluation. For all practical purposes, the developed load–displacement relationship and the geotechnical soil properties for each minipile and soil type can be used to represent the available data well through normalised average values and empirical correlations.

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小型桩荷载试验解释

本文研究了21个小型桩全尺寸现场试验的结果，并将结果综合到一个方便的设计程序中，该程序包含了估计的轴向位移和土壤特性。粘性土和无粘性土都包括在本评价中。对于所有实际目的，开发的荷载-位移关系以及每个微型桩和土壤类型的岩土土性质可以通过归一化平均值和经验相关性来很好地表示可用数据。

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

Geotechnical Engineering ENGINEERING, GEOLOGICAL-

CiteScore

0.50

自引率

0.00%

发文量

期刊介绍： The objectives of the Association shall be the promotion of co-operation among geotechnical societies in SE Asia; and the assistance to member societies who have limited number of members. Now there is only one combined web titled: AGSSEA-SEAGS. SEAGS & AGSSEA encourage the submission of scholarly and practice-oriented articles to its journal. The journal is published quarterly. Both sponsors of the journal, the Southeast Asian Geotechnical Society and the Association of Geotechnical Societies in Southeast Asia, promote the ideals and goals of the International Society of Soil Mechanics and Geotechhnical Engineering in fostering communications, developing insights and enabling the advancement of the geotechnical engineering discipline.