The possible physical and chemical forces controlling the volume change behavior of kaolinite were ascertained from the sediment volume of kaolinite in various solvents under no external load condition and from conventional oedometer measurements of kaolinite in several pore fluids. The minimum sediment volume of 14.5 cm3/10 g clay occupied by kaolinite in water where repulsive (R) forces were dominant indicated that the R contribution was insignificant for kaolinite. The maximum sediment volume of 25.0 cm3/10 g clay in benzene where coulombic attraction forces were significant suggested that electrostatic attraction between silicate sheets and midplane cations and van der Waals forces were not appreciable for kaolinite. The positive edge-n...
Settling characteristics of soils carry great importance for geotechnical engineers since sediments ...
This paper analyses the influence of mineral composition, pore fluid composition and stress state on...
Studies of the volume change behaviour of saturated and unsaturated fine-grained soils upon exposure...
The possible physical and chemical forces controlling the volume change behavior of kaolinite [1318-...
The possible physical and chemical forces controlling the volume change behavior of kaolinite [1318-...
Abstract--The possible physical and chemical forces controlling the volume change behavior of kaolin...
This investigation deals with the mechanisms con- trolling the one-dimensional volume change beha- v...
An attempt has been made to study the effect of zeolite formation on the volume-change behaviour of ...
An attempt has been made to study the effect of zeolite formation on the volume-change behaviour of ...
AbstractThe role of pore water chemistry on particle aggregation and soil formation during sedimenta...
This paper elucidates the relative importance of soil structure and various compositional factors in...
Behaviour of kaolinite clay is intimately related to the pore-fluid properties, such as the pH value...
Studies of the volume change behaviour of saturated and unsaturated fine-grained soils upon exposure...
This paper analyses the influence of mineral composition, pore fluid composition and stress state on...
Settling characteristics of soils carry great importance for geotechnical engineers since sediments ...
Settling characteristics of soils carry great importance for geotechnical engineers since sediments ...
This paper analyses the influence of mineral composition, pore fluid composition and stress state on...
Studies of the volume change behaviour of saturated and unsaturated fine-grained soils upon exposure...
The possible physical and chemical forces controlling the volume change behavior of kaolinite [1318-...
The possible physical and chemical forces controlling the volume change behavior of kaolinite [1318-...
Abstract--The possible physical and chemical forces controlling the volume change behavior of kaolin...
This investigation deals with the mechanisms con- trolling the one-dimensional volume change beha- v...
An attempt has been made to study the effect of zeolite formation on the volume-change behaviour of ...
An attempt has been made to study the effect of zeolite formation on the volume-change behaviour of ...
AbstractThe role of pore water chemistry on particle aggregation and soil formation during sedimenta...
This paper elucidates the relative importance of soil structure and various compositional factors in...
Behaviour of kaolinite clay is intimately related to the pore-fluid properties, such as the pH value...
Studies of the volume change behaviour of saturated and unsaturated fine-grained soils upon exposure...
This paper analyses the influence of mineral composition, pore fluid composition and stress state on...
Settling characteristics of soils carry great importance for geotechnical engineers since sediments ...
Settling characteristics of soils carry great importance for geotechnical engineers since sediments ...
This paper analyses the influence of mineral composition, pore fluid composition and stress state on...
Studies of the volume change behaviour of saturated and unsaturated fine-grained soils upon exposure...