Residual soils occur in most countries of the world but those that occur in greater area and depth are usually found in the tropical humid areas. This research examines the effects of loading rate of applied or net mean stress on the volume change behavior of an unsaturated granitic residual soil. Three loading rates were adopted: fast, slow and extra slow loading rate. It was observed that the loading rate of applied or net mean stress has a pronounced effect on the void ratio and degree of saturation but has an insignificant effect on the water content of residual soils subjected to constant matric suction
A change partially saturated soil conditions(unsaturated) becomes saturated(saturated) as a result o...
The degree of density and saturation in soil sample under constant specific gravity conditions are i...
The paper presents an experimental study on the volumetric behavior of two compacted soils (Boughrar...
Residual soils occur in most countries of the world but the greater areas and depths are normally fo...
Abstract: Residual soils occur in most countries of the world but the greater areas and depths are n...
This paper presents the results of an experimental study on the effects of testing rate on stress-st...
Residual granite soil from Malaysia shows some problematic features such as: high void ratio, low na...
Residual granite soil from Malaysia shows some problematic features such as: high void ratio, low na...
In geotechnical engineering, residual soils have been of great concern in recent years. This is main...
Unsaturated soil behaviour, such as volume change, shear strength and yield stress, is usually inter...
Changes in groundwater elevation may cause a change in the net normal stress and matric potential wi...
The tropical climate conditions cause the residual soils near ground water level to be in an unsatur...
In this thesis, the volume change of unsaturated soils due to the change in net normal stress under ...
Compacted soils, expansive soils and collapsible soils are typical unsaturated soils that are common...
Partially saturated soilconditions change (unsaturated) becomes saturatedas a result ofthe changing ...
A change partially saturated soil conditions(unsaturated) becomes saturated(saturated) as a result o...
The degree of density and saturation in soil sample under constant specific gravity conditions are i...
The paper presents an experimental study on the volumetric behavior of two compacted soils (Boughrar...
Residual soils occur in most countries of the world but the greater areas and depths are normally fo...
Abstract: Residual soils occur in most countries of the world but the greater areas and depths are n...
This paper presents the results of an experimental study on the effects of testing rate on stress-st...
Residual granite soil from Malaysia shows some problematic features such as: high void ratio, low na...
Residual granite soil from Malaysia shows some problematic features such as: high void ratio, low na...
In geotechnical engineering, residual soils have been of great concern in recent years. This is main...
Unsaturated soil behaviour, such as volume change, shear strength and yield stress, is usually inter...
Changes in groundwater elevation may cause a change in the net normal stress and matric potential wi...
The tropical climate conditions cause the residual soils near ground water level to be in an unsatur...
In this thesis, the volume change of unsaturated soils due to the change in net normal stress under ...
Compacted soils, expansive soils and collapsible soils are typical unsaturated soils that are common...
Partially saturated soilconditions change (unsaturated) becomes saturatedas a result ofthe changing ...
A change partially saturated soil conditions(unsaturated) becomes saturated(saturated) as a result o...
The degree of density and saturation in soil sample under constant specific gravity conditions are i...
The paper presents an experimental study on the volumetric behavior of two compacted soils (Boughrar...