An Axial Load Transfer Model for Piles Driven in Chalk-Reference-Cited by-同舟云学术

An Axial Load Transfer Model for Piles Driven in Chalk

Published:2023-11 Issue:11 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wen Kai¹,Kontoe Stavroula²^ORCID,Jardine Richard J.³^ORCID,Liu Tingfa⁴^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Imperial College London, Skempton Bldg., South Kensington Campus, London SW7 2AZ, UK.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Patras, Patras 26504, Greece; Visiting Reader, Dept. of Civil and Environmental Engineering, Imperial College London, Skempton Bldg., South Kensington Campus, London SW7 2AZ, UK. ORCID: .

3. Professor of Geomechanics, Dept. of Civil and Environmental Engineering, Imperial College London, Skempton Bldg., South Kensington Campus, London SW7 2AZ, UK. ORCID: .

4. Lecturer in Geotechnical Testing, Dept. of Civil Engineering, Univ. of Bristol, Bristol BS8 1TR, UK (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11368

Reference47 articles.

1. t–z curves for piles from pressuremeter test results

2. Theoretical ‘t-z’ curves for piles in radially inhomogeneous soil;Bateman A. H.;DFI J.: J. Deep Found. Inst.,2020

3. Development of Axial Pile Load Transfer Curves Based on Instrumented Load Tests

4. Buckley R. M. 2018. “The axial behaviour of displacement piles in chalk.” Ph.D. thesis Dept. of Civil and Environmental Engineering Imperial College London.

5. Full-scale observations of dynamic and static axial responses of offshore piles driven in chalk and tills

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1. Finite element modelling of pipe piles driven in low-to-medium density chalk under monotonic axial loading;Computers and Geotechnics;2024-08

2. Nonlinear Soil–Pile–Structure Interaction Behaviour of Marine Jetty Structures;Journal of Marine Science and Engineering;2024-07-09

3. In-situ and laboratory characterisation of stiff and dense geomaterials for driven pile analysis and design;Soils and Rocks;2024-04-22