Add to ORKGAn increasing demand for extending life and subsequently higher loading requirements of offshore jacket platforms are among the key problems faced by the offshore industry. The Aging effect has been proved to increase the axial capacity of piles, but proper methods to estimate and quantify these effects have not been developed. Borehole data from ten different Malaysian offshore locations have been analysed and they were employed to estimate the setup factor for different locations using AAU method. The setup factors found were used in the Skov and Denver equation to calculate capacity ratios of the offshore piles. The study showed that there will be an average improvement in the axial capacity of offshore piles by 42.2% and 34.9% for claye...
This paper investigates the applicability of Cone Penetration Test (CPT)-based axial capacity approa...
This book presents a study for the determination of environmental load factors for Jacket Platforms ...
The offshore pile system capacity and the pile capacity model biases are important aspects in the as...
An increasing demand for extending life and subsequently higher loading requirements of offshore jac...
The structural reliability assessment of offshore jacket platforms using non-linear pushover analys...
This report presents the results of work carried out by Aalborg Univesity for NGI related to the eff...
The design of axially loaded piles has been an area of focus for the offshore industry in recent yea...
This document is one of four notes concerning the effects of time (in this case ageing) on the verti...
The reliability of long-term axial capacity predictions for large, offshore-scale, piles is uncertai...
The paper examines dynamic pile test data from 25 high-quality offshore cases, where end-of-initial ...
This document is the second of four notes concerning the effects of time (in this case ageing) on th...
On Malaysia waters, half of over 200 numbers of offshore jacket platforms have surpassed the designe...
During the offshore pile driving, the soils around the pile surface, particularly cohesive soils, lo...
Offshore pile driving is a high-risk activity as delays can be financially punitive. Experience of p...
Abstract Driven pile foundations may experience an increase in bearing capacity overtime after insta...
This paper investigates the applicability of Cone Penetration Test (CPT)-based axial capacity approa...
This book presents a study for the determination of environmental load factors for Jacket Platforms ...
The offshore pile system capacity and the pile capacity model biases are important aspects in the as...
An increasing demand for extending life and subsequently higher loading requirements of offshore jac...
The structural reliability assessment of offshore jacket platforms using non-linear pushover analys...
This report presents the results of work carried out by Aalborg Univesity for NGI related to the eff...
The design of axially loaded piles has been an area of focus for the offshore industry in recent yea...
This document is one of four notes concerning the effects of time (in this case ageing) on the verti...
The reliability of long-term axial capacity predictions for large, offshore-scale, piles is uncertai...
The paper examines dynamic pile test data from 25 high-quality offshore cases, where end-of-initial ...
This document is the second of four notes concerning the effects of time (in this case ageing) on th...
On Malaysia waters, half of over 200 numbers of offshore jacket platforms have surpassed the designe...
During the offshore pile driving, the soils around the pile surface, particularly cohesive soils, lo...
Offshore pile driving is a high-risk activity as delays can be financially punitive. Experience of p...
Abstract Driven pile foundations may experience an increase in bearing capacity overtime after insta...
This paper investigates the applicability of Cone Penetration Test (CPT)-based axial capacity approa...
This book presents a study for the determination of environmental load factors for Jacket Platforms ...
The offshore pile system capacity and the pile capacity model biases are important aspects in the as...