Ariake bay quick clays: a comparison with the general model.

ABSTRACT The factors essential to the development of quick clay in the soft marine sediments of Ariake Bay are the same as those for the Scandinavian and Canadian quick clays. These similarities are: sedimentation in marine or brackish water, with resultant development of a flocculated microstructure; domination of the soil material by low-activity minerals; and the decrease of the liquid limit of the Na-saturated soil material as the salinity of the pore water decreases. The above factors are essential for quick clay development in both materials. Differences include: the origin of the material—glacial rock flour in Scandinavia and Canada, eroded soil containing some volcanic ash at Ariake; the mineralogy—primary minerals, illite and chlorite in Scandinavia and Canada, a low-swelling, high-iron, beidellitic smectite at Ariake. The difference in origin of minerals is unimportant as long as the dominant minerals are of low activity, and the environment of deposition assured a flocculated structure in the sediment. The upper limit of activity which allows quick clay development upon salt removal, is on the order of 1 for the low-salinity, Na-saturated soil material.

[1]  J. Torrance Towards a general model of quick clay development , 1983 .

[2]  M. Ohtsubo Interaction of iron oxides with clays , 1989 .

[3]  M. Ohtsubo,et al.  Smectite in Marine Quick-Clays of Japan , 1982 .

[4]  James K. Mitchell,et al.  The causes and effects of aging in quick clays , 1985 .

[5]  J. Torrance A laboratory investigation of the effect of leaching on the compressibility and shear strength of Norwegian marine clays , 1974 .

[6]  M. Ohtsubo,et al.  Low-swelling smectite in a recent marine mud of Ariake Bay , 1981 .

[7]  Hideo Hanzawa,et al.  EVALUATION OF ENGINEERING PROPERTIES FOR AN ARIAKE CLAY , 1990 .

[8]  D. Sangrey Naturally cemented sensitive soils , 1972 .

[9]  K. Onitsuka,et al.  Studies on Anisotropy of Ariake Alluvial Clay , 1976 .

[10]  L. Bjerrum,et al.  Geotechnical Properties of Norwegian Marine Clays , 1954 .

[11]  J. Torrance A COMPARISON OF MARINE CLAYS FROM ARIAKE BAY, JAPAN AND THE SOUTH NATION RIVER LANDSLIDE SITE, CANADA , 1984 .

[12]  T. Løken,et al.  A GEOCHEMICAL INVESTIGATION OF THE SENSITIVITY OF A NORMALLY CONSOLIDATED CLAY FROM DRAMMEN. NORWAY , 1971 .

[13]  M. Ohtsubo,et al.  Relationships of Consistency Limits and Activity to Some Physical and Chemical Properties of Ariake Marine Clays , 1983 .

[14]  Robert M. Quigley,et al.  Geology, mineralogy, and geochemistry of Canadian soft soils: a geotechnical perspective , 1980 .

[15]  T. C. Kenney Sea-Level Movements and the Geologic Histories of the Post-Glacial Marine Soils at Boston, Nicolet, Ottawa and Oslo , 1964 .

[16]  C. Crawford Cohesion in an Undisturbed Sensitive Clay , 1963 .

[17]  Robert J Conlon,et al.  Landslide on the Toulnustouc River, Quebec , 1966 .

[18]  I. Th. Rosenqvist,et al.  Considerations on the Sensitivity of Norwegian Quick-Clays , 1953 .

[19]  C. B. Crawford,et al.  Thirty years of secondary consolidation in sensitive marine clay , 1990 .

[20]  R. Chester,et al.  Introduction to marine chemistry , 1971 .

[21]  H. Moriwaki,et al.  Notes on the Holocene Sea-level Study in Japan , 1982 .

[22]  S. Hedges,et al.  Mössbauer Spectroscopic Study of the Iron Mineralogy of Post-Glacial Marine Clays , 1986 .

[23]  A. W. Skemption,et al.  The Sensitivity of Clays , 1952 .

[24]  M. Bozozuk Foundation Failure of the VanKleek Hill Tower Silo , 1973 .

[25]  M. Ohtsubo,et al.  Swelling and mineralogy of smectites in paddy soils derived from marine alluvium, Japan , 1983 .

[26]  L. Bjerrum ENGINEERING GEOLOGY OF NORWEGIAN NORMALLY-CONSOLIDATED MARINE CLAYS AS RELATED TO SETTLEMENTS OF BUILDINGS , 1967 .

[27]  M. Ohtsubo,et al.  MARINE QUICK CLAYS FROM ARIAKE BAY AREA, JAPAN , 1982 .

[28]  J. K. Mitchell,et al.  CAUSES OF CLAY SENSITIVITY , 1969 .