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Keywords: normal stress
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Proceedings Papers
Publisher: Offshore Technology Conference
Paper presented at the Offshore Technology Conference, August 16–19, 2021
Paper Number: OTC-31268-MS
...-seabed friction on sandy seabeds. The paper is underpinned by a new database that demonstrates the driving parameters that influence interface friction in granular materials. By accurately quantifying shear resistance along the pipe-soil interface under low normal stresses imposed by subsea pipelines...
Proceedings Papers
Publisher: Offshore Technology Conference
Paper presented at the Offshore Technology Conference, April 30–May 3, 2018
Paper Number: OTC-28671-MS
...) that demonstrates the protocol and shows general variations in the key parameters that may be useful for early design purposes. By accurately quantifying shear resistance along the pipe-soil interface under low normal stresses imposed by subsea pipelines, ISB tests allow design ranges in axial friction...
Proceedings Papers
Publisher: Offshore Technology Conference
Paper presented at the Offshore Technology Conference, May 1–4, 1977
Paper Number: OTC-2792-MS
... normal stress carbonate content test result engineering property calcareous soil offshore technology conference subsea system calcareous sand deep penetration pile technology conference interface setup skin friction deposit bentonite soil setup upstream oil & gas resistance...
Proceedings Papers
Publisher: Offshore Technology Conference
Paper presented at the Offshore Technology Conference, May 2–5, 1976
Paper Number: OTC-2428-B-MS
... cyclic stress pore pressure calcareous ooze turbidite static response strength strength loss engineer stress reversal offshore technology conference technology conference reservoir characterization normal stress earthquake liquified natural gas specimen contour cyclic loading...
Proceedings Papers
Publisher: Offshore Technology Conference
Paper presented at the Offshore Technology Conference, May 2–5, 1976
Paper Number: OTC-2427-B-MS
... pore water pressures in excess of hydrostatic. Thus, for a number of soil deposits Eq. 2 must be modified to account for the excess pore water pressures which results in the following expression for the effective normal stress, T =y'zsinScosS (1) xy where, yl is the submerged (buoyant) unit weight...
Proceedings Papers
Publisher: Offshore Technology Conference
Paper presented at the Offshore Technology Conference, May 4–7, 1975
Paper Number: OTC-2307-MS
...) IS = a tan ¢ s s . . . . . . ( 3) where IS- Interface strength (soil-on-steel) A - Interface adhesion F - Interface friction ~ - Effective normal stress between pile and soil at time of loading <Pss- Effective angle of friction between soil and steel For typical Gulf of Mexico clays (Plas- ticity Index, PI...