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Keywords: cohesionless soil
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Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-2162
... pile pipe flat bar shape factor cohesionless soil Proceedings of the Thirty-first (2021) International Ocean and Polar Engineering Conference www.isope.org Rhodes, Greece, June 20 25, 2021 Copyright © 2021 by the International Society of Offshore and Polar Engineers (ISOPE) ISBN 978-1-880653...
Proceedings Papers

Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-279
... diameter. From this observation it might be concluded that it is more efficient to increase the length of a suction pile rather than diameter to improve the capacity. model suction pile experiment centrifugal model behavior petrasovit diameter cohesionless soil pullout resistance prasad...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-026
... ABSTRACT In this study, the behavior of suction anchor installed in cohesionless soil was investigated when the anchor was subjected to mainly horizontal load. In order to study the behavior of suction anchor, numerical analysis model was developed. The soil parameters in the model were...
Proceedings Papers

Paper presented at the The Seventh International Offshore and Polar Engineering Conference, May 25–30, 1997
Paper Number: ISOPE-I-97-118
... , . , , INTRODUCTION In many Port and Harbour structures, pile foundations are usually subjected to lateral loads in addition to vertical loads. The beating capacib' and settlement of foundatiens under vertical loads in cohesionless soils can conveniently be estimated irectly from the results of standard penetration...
Proceedings Papers

Paper presented at the The Fifth International Offshore and Polar Engineering Conference, June 11–16, 1995
Paper Number: ISOPE-I-95-071
... ABSTRACT: Liquefaction during earthquakes has been a significant cause of failure of onshore as well as offshore structures. The phenomenon of liquefaction has been studied extensibly for the case of cohesionless soils. Fine grained soils such as silts and sands with fines have generally been...

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