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1-8 of 8
Keywords: sand specimen
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Proceedings Papers
Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-393
... grain size accumulation curve engineering characteristic silica sand 5 pore water pressure groutability ratio liquefaction resistance specimen unimproved sand liquefaction strength property sand skeleton sand specimen axial strain cohesion skeleton microparticle strength...
Proceedings Papers
Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-056
... samples were conducted: constant-strain-rate test and creep test. The samples were formed by Toyoura sand and No.8 sand. The grain size distribution of No.8 sand is wider than that of Toyoura sand. It was clarified that the viscoelasticity of hydrate-No.8-sand specimen were stronger than that of hydrate...
Proceedings Papers
Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-045
... and found that a sand specimen has very weak strain-rate dependence, whereas a hydrate-sand specimen has considerable strain- rate dependence that is as strong as or slightly stronger than that of frozen sand and is stronger than that of many other geomaterials. However, the samples they prepared do...
Proceedings Papers
Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-044
... a drained triaxial compression test and to experimentally obtain basic mechanical properties of the sample under the testing conditions which were determined according to an expected field environment of sub-seabed around Japan. TESTING METHODS Preparation of Sand Specimen Sand specimens were prepared...
Proceedings Papers
Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-480
... concentration permeability strength specimen earthquake enhanced recovery injection time flow in porous media permeation distance grout material container sand specimen liquefaction countermeasure Influence of Gelling Time on Permeability and Strength of Ground Improved by Chemical Grouting...
Proceedings Papers
Paper presented at the The Nineteenth International Offshore and Polar Engineering Conference, July 21–26, 2009
Paper Number: ISOPE-I-09-433
... is executed by rotating a metal disc of 20-cm in diameter on the horizontal surface of sand specimen in the oedometer, while holding the disc down with certain normal stresses, thus causing the underneath sand particles to rearrange and become denser. Reversal rotation of the disc has been found to give rise...
Proceedings Papers
Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-302
... improvement reversal reversal rotation mai-liao sand application loose sand sand specimen rotation vietnam sand final relative density sand particle disc rotation specimen test result densification A laboratory study on densification of loose sands by disc shearing Tao-Wei Feng, Jia-Hsuing...
Proceedings Papers
Paper presented at the The Seventh International Offshore and Polar Engineering Conference, May 25–30, 1997
Paper Number: ISOPE-I-97-104
... 0 Particle Size (mm) Fig. 1 Grading curves of Clay and Sand TESTING METHOD AND TESTING CONDITIONS The sand specimens were made by air pluviation method in a mold (5 cm in inner diameter) so as to obtain a relatively loose state with a relative density of (50 +-3) %. Deaired water was percolated so...