This article examines the changes in interparticle forces brought about on prolonged contact (1 year period) of a bentonite clay with artificial seawater. The study is undertaken with the purpose of identifying the physico-chemical factors that impart a nonswelling character to smectite clays deposited in marine environments.\ud Results show that equilibration of the bentonite clay with artificial seawater (total pore salinity approximately 42 gL-1) for a 1 year period does not lead to any mineralogical changes in the clay specimens; however, their exchangeable cation positions become prominently dominated by magnesium ions. The consistency limits of the seawater-equilibrated bentonite was determined on stepwise leaching to lower salinities...
The performance of clay liners may be impaired when in contact with aggressive solutions due to cati...
The present study aims to assess whether the smectite-rich Cochin and Mangalore clays, which were de...
Stoke’s Law states that the terminal velocity of a settling spherical particle in a laminar flow env...
This article examines the changes in interparticle forces brought about on prolonged contact (1 year...
The flocculation behavior of clay minerals in aquatic environments is an important process in estuar...
The reported results in the literature indicate that there is a discrepancy regarding seawater effec...
International audienceCracking behaviour of clays at a local working climate and soils' evolution un...
The mechanical behaviour of clays is strongly influenced by pore fluid composition. Moreover, exposu...
The soft clay of Ariake Bay, in western Kyushu, Japan covers several hundred square kilometers. Aria...
The marine clays located in the Southeast area of China are characterized by their higher water cont...
Phenomenal sea level rise is exacerbating the risk of seawater intrusion in coastal areas, especiall...
Samples of a montmori l lonite, a mixed- layer mineral (mica and montmori l lonite) " illite&q...
AbstractThis paper presents the results of an experimental investigation performed to quantify the e...
The reported results in the literature indicate that there is a discrepancy regarding seawater effec...
This paper presents the results of an experimental investigation performed to quantify the effect of...
The performance of clay liners may be impaired when in contact with aggressive solutions due to cati...
The present study aims to assess whether the smectite-rich Cochin and Mangalore clays, which were de...
Stoke’s Law states that the terminal velocity of a settling spherical particle in a laminar flow env...
This article examines the changes in interparticle forces brought about on prolonged contact (1 year...
The flocculation behavior of clay minerals in aquatic environments is an important process in estuar...
The reported results in the literature indicate that there is a discrepancy regarding seawater effec...
International audienceCracking behaviour of clays at a local working climate and soils' evolution un...
The mechanical behaviour of clays is strongly influenced by pore fluid composition. Moreover, exposu...
The soft clay of Ariake Bay, in western Kyushu, Japan covers several hundred square kilometers. Aria...
The marine clays located in the Southeast area of China are characterized by their higher water cont...
Phenomenal sea level rise is exacerbating the risk of seawater intrusion in coastal areas, especiall...
Samples of a montmori l lonite, a mixed- layer mineral (mica and montmori l lonite) " illite&q...
AbstractThis paper presents the results of an experimental investigation performed to quantify the e...
The reported results in the literature indicate that there is a discrepancy regarding seawater effec...
This paper presents the results of an experimental investigation performed to quantify the effect of...
The performance of clay liners may be impaired when in contact with aggressive solutions due to cati...
The present study aims to assess whether the smectite-rich Cochin and Mangalore clays, which were de...
Stoke’s Law states that the terminal velocity of a settling spherical particle in a laminar flow env...