Field and numerical study of the lateral response of rigid piles in sand
Large diameter, short monopiles are the preferred foundation type for offshore wind turbines.
These piles demonstrate a rigid response with significant rotation of the pile base under …
These piles demonstrate a rigid response with significant rotation of the pile base under …
A CPT-Based Design Framework for Uplifted Open-Ended Piles Installed in Spatially Variable Sandy Soils. I: Soil Resistance Design Line Optimization
Due to the mechanical properties of the seabed exhibiting horizontal and vertical spatial
variability, an important challenge in offshore geotechnical design lies in the selection of the …
variability, an important challenge in offshore geotechnical design lies in the selection of the …
New CPT methods for evaluation of the axial capacity of driven piles
High costs associated with offshore foundation installations have provided strong impetus to
the offshore energy sector in the search for more reliable design methods. This paper …
the offshore energy sector in the search for more reliable design methods. This paper …
A framework for the design of vertically loaded piles in spatially variable soil
Each pile in an offshore wind farm may be designed solely on the results of a single cone
penetration test (CPT) positioned at its center or based on sample statistics calculated from …
penetration test (CPT) positioned at its center or based on sample statistics calculated from …
The role of physicochemical processes in aging of shaft friction of driven steel piles in sand
Several studies have reported substantial increases in the shaft capacity of driven steel piles
in the months following installation. This study investigates factors influencing this time …
in the months following installation. This study investigates factors influencing this time …
Characterisation of sand-steel interface shearing behaviour for the interpretation of driven pile behaviour in sands
T Liu, H Chen, RM Buckley… - E3S Web of …, 2019 - e3s-conferences.org
The installation and loading of steel piles driven in sands modifies both the piles' surface
topography and the characteristics of the granular materials present adjacent to the pile …
topography and the characteristics of the granular materials present adjacent to the pile …
[PDF][PDF] Interface friction angle of glauconitic sands for pile design
VS Quinteros, Z Westgate, K Vinck… - Offshore Site …, 2023 - researchgate.net
The soil-to-steel residual interface friction angle (δres) is an important parameter for
designing monopiles. The δres is usually obtained using the ring shear or the interface …
designing monopiles. The δres is usually obtained using the ring shear or the interface …
[PDF][PDF] Interpretation of strain gauge data from an instrumented bored cast-in-place test pile in London
P Tantivangphaisal - 2021 - researchgate.net
This report provides a review of the pile load test interpretation process and places it in the
context of the design and construction of large diameter bored cast-in-place (BCIP) piles …
context of the design and construction of large diameter bored cast-in-place (BCIP) piles …
Characterisation of sand-steel interface shearing behaviour for the interpretation of driven pile behaviour in sands
The installation and loading of steel piles driven in sands modifies both the piles' surface
topography and the characteristics of the granular materials present adjacent to the pile …
topography and the characteristics of the granular materials present adjacent to the pile …
[引用][C] Improving the reliability of sand-steel interface friction angle measurements based on the Ring Shear test
A Almukashfi, SP Larsen, N Katić - Proceedings of the 7th International Conference …, 2024