Results of the “DPDT-Auger” Research Project on Screw Displacement Piles

IF 0.5 Q4 ENGINEERING, CIVIL
Adam Krasiński, Andrzej Słabek, Paweł Więcławski, Mateusz Wiszniewski, Tomasz Kusio, Witold Tisler
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Abstract

Abstract The main objective of the “DPDT-Auger” research project was to test the prototype DPDT auger for forming screw displacement piles in the ground (patented in Poland in 2020). An additional aim was to develop design methods and rules for the making of such piles. The augers and piles were first tested on a model scale, and then more extensively in the real scale on experimental field plots. The results found the overall functionality of the DPDT auger to be good, and in several aspects better than that of the SDP auger. The load-bearing capacities and Q-s characteristics of piles made with both augers were considered comparable. All the conducted tests and their derived dependencies together with the results of in situ subsoil tests allowed for the development of empirical calculation methods and prognostic procedures, useful for designing and producing piles with DPDT and SDP augers. FEM numerical simulation rules for the considered piles were also developed, verified and calibrated by the results of real pile tests. This article describes only the most important final results of the research project but not the detailed results of the numerous tests and analyses that were carried out. Also omitted are the results of model tests and numerical simulations, as well as the implementation and acceptance recommendations, as they have already been or will be the subject of separate publications.
螺旋位移桩“DPDT-Auger”研究项目成果
“DPDT-螺旋钻”研究项目的主要目的是测试用于在地面形成螺旋位移桩的DPDT螺旋钻原型(于2020年在波兰获得专利)。另一个目的是开发设计方法和规则,使这种桩。螺旋钻和桩首先在模型规模上进行了测试,然后在试验田的实际规模上进行了更广泛的测试。结果发现,DPDT螺旋钻的整体功能良好,在几个方面优于SDP螺旋钻。两种螺旋钻桩的承载能力和Q-s特性具有可比性。所有进行的试验及其衍生的依赖关系,以及现场地基试验的结果,都有助于开发经验计算方法和预测程序,这对设计和生产带有DPDT和SDP螺旋钻的桩很有用。本文还建立了所考虑桩的有限元数值模拟规则,并通过实桩试验结果进行了验证和标定。这篇文章只描述了研究项目最重要的最终结果,但没有详细说明所进行的大量测试和分析的结果。模型试验和数值模拟的结果以及执行和接受建议也被省略,因为它们已经或将成为单独出版物的主题。
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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