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Proceedings Papers

Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-159
... are characterized by greater shear strengths, grain size and bulk densities, and lower water content, specific gravity, porosity and compression index. soil property engineering upstream oil & gas dobry evaluation cyclic shear stress ratio shear wave velocity reservoir characterization prakash...
Proceedings Papers

Paper presented at the The Seventh International Offshore and Polar Engineering Conference, May 25–30, 1997
Paper Number: ISOPE-I-97-093
... basins are two major ocean basins that differ quite a bit in size and topography. water content dynamic soil property reservoir characterization prakash soil property contamination upstream oil & gas dynamic property receiver shear strength oil saturation saturation sediment...
Proceedings Papers

Paper presented at the The Sixth International Offshore and Polar Engineering Conference, May 26–31, 1996
Paper Number: ISOPE-I-96-072
.... kausel stiffness prakash foundation offshore structure pile group displacement group stiffness upstream oil & gas efficiency factor kaynia interaction gazeta interaction factor single pile frequency loading reservoir characterization variation pile foundation poulos group...
Proceedings Papers

Paper presented at the The Fourth International Offshore and Polar Engineering Conference, April 10–15, 1994
Paper Number: ISOPE-I-94-068
... Prakash University of MIssouri, Rolla, Missouri, USA K. Sreerama Law Testing, Houston, Texas, USA Vljay K. Purl Southern IllinOls UniversIty, Carbondale, Illinois, USA ABSTRACT Pile foundations are extensively used to support. off-shore and on-shore structures. Under dynamic loads, the behavior of single...
Proceedings Papers

Paper presented at the The Third International Offshore and Polar Engineering Conference, June 6–11, 1993
Paper Number: ISOPE-I-93-063
..., the design and analysis of the offshore structures under dynamic loads is essentially a problem involving dynamic soil structure interaction. engineering division earthquake liquefaction frequency prakash soil dynamic dynamic load amplitude soil profile liquefaction potential vibration...
Proceedings Papers

Paper presented at the The Second International Offshore and Polar Engineering Conference, June 14–19, 1992
Paper Number: ISOPE-I-92-047
... ENVIRONMENT Shamsher Prakash University of Missouri Rolla, Missouri, USA Vijay K. Puri Southern Illinois University Carbondale, Illinois, USA ABS1RACf Problems of soils and foundations are unique in marine environment. Soil dynamics has assumed a special role in the design of marine foundations. Pile...

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