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Keywords: liquid limit
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Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-229
... cementation cathode soil improvement anode liquid limit strength drilling fluids and materials electrical gradient cacl 2 undrained shear strength electrode electrochemical stabilization injection configuration Electrochemical Stabilization of Offshore and Onshore Soils: A Review Joon Kyu Lee...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-223
... on the laboratory test such as vane shear test and unconfined compressive test. Finally, Using indexes, initial water content and volume ratio normalized by liquid limit, the formulas, which predict the strength clay treated with low cement content on initial curing time, was proposed. coefficient vane...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-252
... ABSTRACT: A feature of Japanese marine clay is that it has a higher natural water content and plasticity index than cohesive soils collected overseas. The relationship between plasticity index and liquid limit of cohesive soils obtained from overseas are distributed above A Line. Meanwhile...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-250
... neural network was applied to interpolate spatially the soil properties, such as natural water content, liquid limit and one-dimensional compression curve. The accuracy of spatial interpolation of soil properties was judged based on the four indexes, such as R 2 , G, MARE and SR. The artificial neural...
Proceedings Papers

Paper presented at the The Eighteenth International Offshore and Polar Engineering Conference, July 6–11, 2008
Paper Number: ISOPE-I-08-133
... and ground modeling is estimated using liquid limit, plasticity index and natural water contents only. Reasonable agreements have been obtained between measured and computed values for vertical deformation and excess pore pressure of the well documented case history of the Kanda trial embankment built...
Proceedings Papers

Paper presented at the The Sixteenth International Offshore and Polar Engineering Conference, May 28–June 2, 2006
Paper Number: ISOPE-I-06-309
... initial void ratio confident level plasticity index empirical equation upper limit liquid limit index property Characterization of Marine Clay for Road Embankment Design in Coastal Area E. Y. N. Oh and G. W. K. Chai Griffith School of Engineering Griffith University Gold Coast Campus, Southport...
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
... is mixed with this modified clayey soil to form RMSM, which is resistant to the development of drying shrinkage cracks. Results of the study showed changes in the water content between liquid limit and shrinkage limit is very small for this modified clayey soil. Respectively, its volumetric change from...
Proceedings Papers

Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-142
... liquid limit classification alluvial layer correspond unconfined compressive strength sedimentation reservoir characterization tendency Wavy Pattern of Grain Size Distribution in Alluvial Layer and its Role on Engineering Properties Mitsuharu Fukuda, Seiji Suwa Geo-Research Institute Osaka...
Proceedings Papers

Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-223
... concentration drilling fluid chemistry liquid limit ariake clay clay 1 drilling fluid formulation organic matter clay 3 water content humic acid reaction humic acid content strength cementation bond acid drilling fluid selection and formulation drilling fluids and materials clay 2 lime...
Proceedings Papers

Paper presented at the The Eleventh International Offshore and Polar Engineering Conference, June 17–22, 2001
Paper Number: ISOPE-I-01-191
... ABSTRACT It has been pointed out that grain size distribution curves of clays obtained based on Stoke's law are ambiguous. However, it has been proven that there is a necessary linear relationship between clay fraction and liquid limit. In this paper, the thickness of absorbed water at liquid...
Proceedings Papers

Paper presented at the The Tenth International Offshore and Polar Engineering Conference, May 28–June 2, 2000
Paper Number: ISOPE-I-00-175
..., Ariake clays, are used to investigate the sedimentation state in comparing with the SCL. It is found that the natural Ariake clays with liquid limit being larger than 120% lie around the SCL, but those with liquid limit less than 120% lie above the SCL For a given value of effective overburden pressure...
Proceedings Papers

Paper presented at the The Seventh International Offshore and Polar Engineering Conference, May 25–30, 1997
Paper Number: ISOPE-I-97-141
... around Ariake Bay, located at the western part of Kyusyu Island, Japan. The basic characteristics of Ariake clays arc very soft and sensitive. The natural water content is generally over 100%. The liquid limit is often greater than the natural water content. In addition, the thickness of the Ariakc clay...
Proceedings Papers

Paper presented at the The Seventh International Offshore and Polar Engineering Conference, May 25–30, 1997
Paper Number: ISOPE-I-97-137
... under a wide range of applied pressures. kgf cm osaka bay area consolidation ring consolidation test apparatuse compression curve compression line upstream oil & gas liquid limit consolidation behavior consolidation characteristic pleistocene clay wide range one-dimensional...
Proceedings Papers

Paper presented at the The Sixth International Offshore and Polar Engineering Conference, May 26–31, 1996
Paper Number: ISOPE-I-96-069
... ABSTRACT The criteria for freezing temperature of soil have been found which are a relative moisture content at the soil liquid limit (W/W L ) and maximum hydroscopic moisture (W/W L ). On the base of test results the relations are received for criterion with depression of soil freezing...
Proceedings Papers

Paper presented at the The Sixth International Offshore and Polar Engineering Conference, May 26–31, 1996
Paper Number: ISOPE-I-96-055
... plasticity index ranging from 12.3% to 23.9%. The average natural water content uf the soils ranges from 35.7% to 52.2%. The natural water content of the southern coastal soils are higher than those of the western coastal soils. The natural water content of these soils are higher than their liquid· limit...
Proceedings Papers

Paper presented at the The Fifth International Offshore and Polar Engineering Conference, June 11–16, 1995
Paper Number: ISOPE-I-95-067
... the soil indices with soil profiles, relationships between dry densities and natural water contents, and also with initial void ratios. The relationships between plasticity index and liquid limit & initial void ratios are presented. The relationships between cohesion and unconfmed compression strength has...
Proceedings Papers

Paper presented at the The Third International Offshore and Polar Engineering Conference, June 6–11, 1993
Paper Number: ISOPE-I-93-090
...-base system on the geotechinal as well as geological conditions of the seabed deposits was set-up. osaka bay seabed deposit osaka stratigraphy alluvial clay osaka bay sen-nan area research committee geotechnical study variation horizontal variation deposit clay content liquid limit...

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