Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Fauzan Sahdi"'
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
Natural peat is considered incapable of supporting built structure due to its poor engineering properties. Chemical stabilization is one of the peat soil improvement methods which has been studied by many researchers. This study describes an investig
Externí odkaz:
https://doaj.org/article/6c8be96207ac4afa9ea5002869d18934
Publikováno v:
Canadian Geotechnical Journal. 59:827-836
There are situations in offshore energy development where potential impact forces between submarine slides and pipelines need to be estimated. The horizontal slide – pipeline impact force, parallel to the main travel direction of the sliding mass a
Publikováno v:
Canadian Geotechnical Journal. 59:1020-1032
Offshore infrastructure often interacts cyclically with the seabed over the operational life of a project. Previous research on the evolution of soil’s undrained strength under long-term, large-amplitude cyclic loading has focused on contractile cl
Publikováno v:
Géotechnique. :1-15
The touchdown zones of steel catenary risers and lazy wave risers are fatigue hotspots, where the risers interact continuously with the seabed due to hydrodynamic loading exerted on the host vessel. The whole-life interactions can range from small-am
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 21:2-17
Uncertainties and difficulties surrounding laboratory strength testing of peat have caused the increasing reliance on in situ testing methods, which include T-bar and ball penetrometers, to determine the undrained strength of peat for design purposes
Publikováno v:
Soils and Foundations. 60:413-424
Spudcan retrieval from clay soils remains a major concern offshore as the extraction force required to overcome suction and soil resistance often exceeds the pulling capacity available on the mobile jack-up, causing extensive delays. Although methods
Autor:
Ahmad Safuan A. Rashid, Mohammad Gharehzadeh Shirazi, Suksun Horpibulsuk, Ramli Nazir, Fauzan Sahdi, Hisham Mohamad
Publikováno v:
Marine Georesources & Geotechnology. 38:755-760
This article presents the performance of the short-term bearing capacity on soft clay soil treated by Kenaf geotextile under vertical loading via a small-scale modelling test at unit gravity. The g...
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
Natural peat is considered incapable of supporting built structure due to its poor engineering properties. Chemical stabilization is one of the peat soil improvement methods which has been studied by many researchers. This study describes an investig
Autor:
Noel Boylan, Akeem Gbenga Amuda, Aliaa Mohamad, Alsidqi Hasan, Siti Noor Linda Taib, Fauzan Sahdi
Publikováno v:
Geotechnical and Geological Engineering. 37:1059-1072
The ASTM standard provides guidelines for the drained direct shear test (DST) and requires the samples to be sheared at rates estimated from time to failure, $$t_{f} \ge 50t_{50}$$ (where $$t_{50}$$ is the time required to achieve 50% consolidation).
Publikováno v:
International Journal of Geotechnical Engineering. 14:673-685
This paper presents a review of the advances in the variable penetration rate testing methods on inorganic soils and its potentials to investigate the appropriate penetration rate and resistance fa...