Base Resistance of Screw Displacement Piles in Sand

Author:

Duffy Kevin1ORCID,Gavin Ken2ORCID,Korff Mandy3,de Lange Dirk4ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Geoscience and Engineering, Delft Univ. of Technology, 2628 CD Delft, Netherlands (corresponding author). ORCID: .

2. Professor of Subsurface Engineering, Dept. of Geoscience and Engineering, Delft Univ. of Technology, 2628 CD Delft, Netherlands. ORCID: .

3. Associate Professor in Geotechnical Practice, Dept. of Geoscience and Engineering, TU Delft, 2628 CD Delft, Netherlands.

4. Ph.D. Candidate, Dept. of Geoscience and Engineering, Delft Univ. of Technology, 2628 CD Delft, Netherlands; Geotechnical Researcher, Deltares, Boussinesqweg 1, Delft, Netherlands. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference61 articles.

1. Admiraal B. J. S. A. Aguilar S. Van Dijk and P. IJnsen. 2022. “Influence of grout injection parameters on shaft bearing capacity of screw displacement piles.” In Proc. 11th Int. Conf. Stress Wave Theory and Design and Testing Methods for Deep Foundations. Rotterdam Netherlands. https://doi.org/10.5281/zenodo.7139213.

2. Thin-layer effects on the CPT qc measurement

3. Drilled Displacement Piles – Current Practice and Design

4. Modeling of Installation and Quantification of Shaft Resistance of Drilled-Displacement Piles in Sand

5. Bittar E. J. B. M. Lehane R. W. Boulanger and J. T. DeJong. 2020. “CPT filter to estimate the end bearing of closed-ended driven piles in layered sands.” In Proc. 4th Int. Symp. Frontiers in Offshore Geotechnics 520–528. Hawthorne NJ: Deep Foundations Institute.

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