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

Author:

Krasiński Adam1,Słabek Andrzej2,Więcławski Paweł3,Wiszniewski Mateusz4,Kusio Tomasz5,Tisler Witold6

Affiliation:

1. 1 Associate Prof., PhD, Habil., Eng. ; Gdansk University of Technology , Faculty of Civil and Environmental Engineering , Narutowicza 11/12 , Gdansk

2. 2 PhD, Eng. ; Budokop Geotechnika Sp. z o.o. ul. Legionów 2 , Elbląg

3. 3 PhD, Eng. ; Gdansk University of Technology , Faculty of Civil and Environmental Engineering

4. 4 MSc, Eng. ; Gdansk University of Technology , Faculty of Civil and Environmental Engineering

5. 5 MSc, Eng. ; Gdynia Maritime University , Faculty of Marine Engineering , ul. Morska 81-87 , Gdynia

6. 6 PhD, Eng. ; Gdansk University of Technology , Faculty of Civil and Environmental Engineering

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.

Publisher

Walter de Gruyter GmbH

Reference13 articles.

1. Opis patentowy Nr PL 235442 B1: Świder do wykonywania pali przemieszczeniowych wkręcanych. (Patent description No. PL 235442 B1: Drill for screw displacement piles execusion) (In Polish). Urząd Patentowy RP, 10.08.2020, Warsaw, Poland.

2. Krasiński A., Więcławski P., Wiszniewski M., Kusio T. (2022). Model tests of cast-in-place piles formed by using different types of auger. Proc. of the 20th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Australian Geomechanics Society, Sydney, 1227–1232.

3. Więcławski P., Krasiński A. (Forthcoming). FEM modelling of screw displacement piles interaction with subsoil. Archives of Civil Engineering.

4. Robertson, P.K. (1990). Soil classification using the cone penetration test. Canadian Geotechnical Journal, 27(1), 151–158.

5. Marchetti, S. (1997). The Flat Dilatometer: Design Applications. Proc. Third International Geotechnical Engineering Conference, Keynote lecture, Cairo Univ., 421–448.

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