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Keywords: clayey soil
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Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-138
... trench seabed surface clay content experiment wave height pore water pressure clayey soil interaction mixed bed accumulation reservoir characterization pore pressure wave-seabed interaction engineering liquefaction net upward pressure gradient upstream oil & gas...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-139
... characterization upstream oil & gas strain value structural geology clayey soil freezing machine 6WUHVV6WUDLQ &KDUDFWHULVWLFV RI )UR]HQ 6LOW\ DQG &OD\H\ 6RLOV %XUDN (YLUJHQ 0XVWDID 7XQFDQ DQG $KPHW 7XQFDQ 'HSDUWPHQW RI &LYLO (QJLQHHULQJDFXOW\ RI (QJLQHHULQJQDGROX 8QLYHUVLW\ (VNLVHKLU 7XUNH...
Proceedings Papers

Paper presented at the The Eighteenth International Offshore and Polar Engineering Conference, July 6–11, 2008
Paper Number: ISOPE-I-08-220
... by the variable, a with respect to the standard penetration test (SPT) value. As seen, the normalized expansion coefficient appears to be in inverse proportion to the SPT value. Fig. 13 shows the expansion coefficient with respect to the SPT value on clayey soils. According to the figure, it appears...
Proceedings Papers

Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-439
... production, three main concerns were found that influenced the performance. It includes (1) Maintenance of rigs, (2) Existence of clayey soils in the reclaimed layer and (3) High groundwater table, which were highlighted and addressed in the paper for reference. The authors also propose a new concept, named...
Proceedings Papers

Paper presented at the The Sixteenth International Offshore and Polar Engineering Conference, May 28–June 2, 2006
Paper Number: ISOPE-I-06-307
... friction pullout stress strength pullout resistance normal stress transverse direction clayey soil pullout test sandy soil backfill mesh longitudinal direction Comparison of Pullout Resistances of Reinforcements for Reinforced Soil Structures Md. Zakaria Hossain, Toshinori Sakai, Hajime...
Proceedings Papers

Paper presented at the The Sixteenth International Offshore and Polar Engineering Conference, May 28–June 2, 2006
Paper Number: ISOPE-I-06-317
... ABSTRACT The cementation of mudstone and gypsum in the natural Yadan topology is modeled for the prevention of development of dry shrinkage cracks in ready-mixed soil material (RMSM); addition of gypsum to clayey soils to act as a coating that modifies the base soil is proposed. Cement...
Proceedings Papers

Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-228
... ABSTRACT More than 50 undisturbed and remoulded clayey soil specimens were tested using hollow cylindrical torsional testing apparatus. The marine clay was sampled from 5 different harbours and coastal locations in western Japan. Sand and clay were mixed in various proportions for testing...
Proceedings Papers

Paper presented at the The Fourteenth International Offshore and Polar Engineering Conference, May 23–28, 2004
Paper Number: ISOPE-I-04-161
... ABSTRACT Piezocone penetration test (CPTu) has widely been known as one of very promising in situ test methods available at offshore regions as well as onshore. Cone penetration in clayey soils is generally treated as undrained because a rate of penetration is traditionally 2cm/sec. Therefore...
Proceedings Papers

Paper presented at the The Ninth International Offshore and Polar Engineering Conference, May 30–June 4, 1999
Paper Number: ISOPE-I-99-072
... ABSTRACT Generally we use undrained strength for an analysis of bearing capacity of a clayey ground whose permeability is so low. Therefore, it is necessary to obtain an accurate value of the undrained strength in the ground. But the undrained strength of clayey soil depends on various...
Proceedings Papers

Paper presented at the The Seventh International Offshore and Polar Engineering Conference, May 25–30, 1997
Paper Number: ISOPE-I-97-127
... consolidation test soil sample clayey soil electro osmotic consolidation test consolidation osmotic consolidation esrig salinity void ratio concentration electro osmosis porewater pressure butterfield sodium chloride voltage gradient kpa ABSTRACT As a part of supplementary...
Proceedings Papers

Paper presented at the The Sixth International Offshore and Polar Engineering Conference, May 26–31, 1996
Paper Number: ISOPE-I-96-079
... by geogrid-reinforced saturated clayey soil are practically nonexistent. Limited data on the topic of geosynthetic-reinforced clay can be found in the works of Ingold and Miller (1982), Milligan and Love (1984) and Dawson and Lee (1988). This paper reports the results of some recent laboratory model tests...
Proceedings Papers

Paper presented at the The Fourth International Offshore and Polar Engineering Conference, April 10–15, 1994
Paper Number: ISOPE-I-94-067
... ABSTRACT Laboratory model test results to determine the ultimate uplift capacity of strip anchors embedded in a saturated clayey soil are reported. The slope of the ground surface with respect to the horizontal was varied from zero degrees to 25 degrees. Based on the model test results...
Proceedings Papers

Paper presented at the The Third International Offshore and Polar Engineering Conference, June 6–11, 1993
Paper Number: ISOPE-I-93-093
... case histories of land reclamation works which were performed have been discussed with construction process, field observation of settlement, stability control of base failure, shear strength increment for both sandy and clayey soils. INTRODUCTION In the past 30 years, various soil improvement...
Proceedings Papers

Paper presented at the The Second International Offshore and Polar Engineering Conference, June 14–19, 1992
Paper Number: ISOPE-I-92-060
... the sea. Sand compaction piles help increlllie the load bearing capacity and reduce the probable settlement and liquefaction potential of the soil in which it is built. They also act as drains and hence accelerate the time required for primary consolidation of saturated clayey soils. The Vibro-Compozer...
Proceedings Papers

Paper presented at the The Second International Offshore and Polar Engineering Conference, June 14–19, 1992
Paper Number: ISOPE-I-92-061
... types of piles embedded in sand and clayey soil subjected to downward loading are presently available in literature, published research data for estimation of the holding capacity of similar piles subjected to uplifting load are rather scarce. Laboratory model test results for the ultimate uplift...

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