Searched for: +
(1 - 4 of 4)
document
Lehane, Barry M. (author), Liu, Zhongqiang (author), Bittar, Eduardo J. (author), Nadim, Farrokh (author), Lacasse, Suzanne (author), Bozorgzadeh, Nezam (author), Jardine, Richard (author), Ballard, Jean Christophe (author), Gavin, Kenneth (author)
journal article 2023
document
Lehane, Barry M. (author), Liu, Zhongqiang (author), Bittar, Eduardo J. (author), Nadim, Farrokh (author), Lacasse, Suzanne (author), Bozorgzadeh, Nezam (author), Jardine, Richard (author), Ballard, Jean Christophe (author), Gavin, Kenneth (author)
There are clear advantages in the establishment of reliable, direct cone penetration test (CPT) based methods for assessment of the axial capacity of driven piles. These advantages motivated the formation of a joint industry project (JIP) under the management of the Norwegian Geotechnical Institute (NGI), which initially led to the creation...
journal article 2022
document
Lehane, Barry M. (author), Liu, Zhongqiang (author), Bittar, Eduardo (author), Nadim, Farrokh (author), Lacasse, Suzanne (author), Jardine, Richard (author), Carotenuto, Pasquale (author), Rattley, Mike (author), Gavin, Kenneth (author)
This paper outlines the development of a new ‘Unified’ CPT-based method for estimating the axial capacity of driven piles in sand. The method adapts key features of the four CPT-based methods currently in the API and ISO guidelines. The new method was calibrated with the Unified database of pile load tests developed as part of an earlier joint...
conference paper 2020
document
Liu, Z. (author), Lacasse, S. (author), Nadim, F. (author), Gilbert, R. (author)
The safe bearing capacity for offshore shallow foundations has been traditionally assessed using working stress design (WSD) methods (e.g. the API RP 2GEO guideline). Other codes of practice such as the ISO standard strive to provide designs achieving a desired target reliability level in the form of the Load and Resistance Factor Design (LRFD)...
conference paper 2015
Searched for: +
(1 - 4 of 4)