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Time-Dependent Axial Capacity of Piles Driven in Clays and Sands

Jardine, Richard J.

This paper considers the time-dependent axial capacity of piles at clay and sand sites, focusing on the open steel piles employed for offshore, nearshore and bridge works. It reports and interprets field observations that offer crucial checks for design hypotheses and benchmarks for numerical modelling. It also emphasises the strengths of combining field experiments and full-scale monitoring with high-quality in-situ and laboratory testing with representative numerical analysis. The cases considered identify the key ageing mechanisms at work and the circumstances under which they may affect design capacities, service use or the choices made for final decommissioning.

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Time-Dependent Axial Capacity of Piles Driven in Clays and Sands

Jardine, Richard J.

This paper considers the time-dependent axial capacity of piles at clay and sand sites, focusing on the open steel piles employed for offshore, nearshore and bridge works. It reports and interprets field observations that offer crucial checks for design hypotheses and benchmarks for numerical modelling. It also emphasises the strengths of combining field experiments and full-scale monitoring with high-quality in-situ and laboratory testing with representative numerical analysis. The cases considered identify the key ageing mechanisms at work and the circumstances under which they may affect design capacities, service use or the choices made for final decommissioning.

Time-Dependent Axial Capacity of Piles Driven in Clays and Sands

Jardine, Richard J.

This paper considers the time-dependent axial capacity of piles at clay and sand sites, focusing on the open steel piles employed for offshore, nearshore and bridge works. It reports and interprets field observations that offer crucial checks for design hypotheses and benchmarks for numerical modelling. It also emphasises the strengths of combining field experiments and full-scale monitoring with high-quality in-situ and laboratory testing with representative numerical analysis. The cases considered identify the key ageing mechanisms at work and the circumstances under which they may affect design capacities, service use or the choices made for final decommissioning.

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Title:

Time-Dependent Axial Capacity of Piles Driven in Clays and Sands

Additional title:

Lecture Notes in Civil Engineering

Contributors:

Duc Long, Phung (editor) / Dung, Nguyen Tien (editor) / Jardine, Richard J. (author)

Conference:

International Conference on Geotechnics for Sustainable Infrastructure Development ; 2023 ; Hanoi, Vietnam

Published in:

Proceedings of the 5th International Conference on Geotechnics for Sustainable Infrastructure Development ; Chapter: 180 ; 2579-2630

Lecture Notes in Civil Engineering ; 395

Publication date:

2024-07-11

Size:

52 pages

ISBN:

978-981-99-9722-0 , 978-981-99-9721-3

ISSN:

2366-2565 , 2366-2557

DOI:

https://doi.org/10.1007/978-981-99-9722-0_180

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Driven piles , Offshore geotechnics , Time effects , Clays and sands Engineering , Geoengineering, Foundations, Hydraulics , Earth System Sciences , Sustainable Development , Structural Materials

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