Add to ORKGThis document is the second of four notes concerning the effects of time (in this case ageing) on the vertical capacity of piles. It includes a critical review of the relevant publications described in note a. This document is the second of four notes concerning the effects of time (in this case ageing) on the vertical capacity of piles. It includes a critical review of the relevant publications described in note a. </p
Abstract Driven pile foundations may experience an increase in bearing capacity overtime after insta...
This paper investigates the influences that steel type, in-situ soil properties, water table depth, ...
The structural reliability assessment of offshore jacket platforms using non-linear pushover analys...
This document is one of four notes concerning the effects of time (in this case ageing) on the verti...
This document is the third of four notes concerning the vertical capacity of piles. It includes an a...
This report presents the results of work carried out by Aalborg Univesity for NGI related to the eff...
An increasing demand for extending life and subsequently higher loading requirements of offshore jac...
An increasing demand for extending life and subsequently higher loading requirements of offshore jac...
The design of axially loaded piles has been an area of focus for the offshore industry in recent yea...
The paper examines dynamic pile test data from 25 high-quality offshore cases, where end-of-initial ...
Offshore pile driving is a high-risk activity as delays can be financially punitive. Experience of p...
The paper contains the case history of the installation and testing of offshore foundation piles in ...
A time-dependent capacity increase has often been observed for driven displacement piles in sand. Lo...
During the offshore pile driving, the soils around the pile surface, particularly cohesive soils, lo...
The reliability of long-term axial capacity predictions for large, offshore-scale, piles is uncertai...
Abstract Driven pile foundations may experience an increase in bearing capacity overtime after insta...
This paper investigates the influences that steel type, in-situ soil properties, water table depth, ...
The structural reliability assessment of offshore jacket platforms using non-linear pushover analys...
This document is one of four notes concerning the effects of time (in this case ageing) on the verti...
This document is the third of four notes concerning the vertical capacity of piles. It includes an a...
This report presents the results of work carried out by Aalborg Univesity for NGI related to the eff...
An increasing demand for extending life and subsequently higher loading requirements of offshore jac...
An increasing demand for extending life and subsequently higher loading requirements of offshore jac...
The design of axially loaded piles has been an area of focus for the offshore industry in recent yea...
The paper examines dynamic pile test data from 25 high-quality offshore cases, where end-of-initial ...
Offshore pile driving is a high-risk activity as delays can be financially punitive. Experience of p...
The paper contains the case history of the installation and testing of offshore foundation piles in ...
A time-dependent capacity increase has often been observed for driven displacement piles in sand. Lo...
During the offshore pile driving, the soils around the pile surface, particularly cohesive soils, lo...
The reliability of long-term axial capacity predictions for large, offshore-scale, piles is uncertai...
Abstract Driven pile foundations may experience an increase in bearing capacity overtime after insta...
This paper investigates the influences that steel type, in-situ soil properties, water table depth, ...
The structural reliability assessment of offshore jacket platforms using non-linear pushover analys...