Shallow landslides in natural residual soil slopes are common all over the world. The slip surfaces associated with these landslides are situated above groundwater table. Therefore, it is important to quantify the contribution of negative pore-water pressure to the shear strength of soils and to investigate the in situ matric suction in residual soil slopes.Master of Engineering (CSE
Stability analyses were performed for a real engineering-geological cross-section of unsaturated Qua...
Rainfall induced slope failure is common in many tropical countries where land area is limited and m...
Excessive rainfalls due to climatic changes can trigger an increase in rainfall-induced slope failur...
Shallow landslides in natural residual soil slopes are common all over the world. The slip surfaces ...
The negative pore-water pressure or matric suction in unsaturated soil contributes to the shear stre...
The negative pore-water pressure or matric suction in unsaturated soil contributes to the shear stre...
Landslides in residual soil slopes are commonly induced by rainfall infiltration. These residual soi...
This paper discusses the experimental determination of some matric suction characteristics of residu...
The tropical climate conditions cause the residual soils near ground water level to be in an unsatur...
Rainfall is identified as the factor for triggering slope failure and inducing leachate from a landf...
Rainfall is identified as the factor for triggering slope failure and inducing leachate from a landf...
It is very important to study applications of unsaturated soil properties in slope stability analysi...
The monolithically coupled finite element analysis for a deformable unsaturated soil slope is perfor...
Many countries in the tropical and sub-tropical regions experience mainly two seasons: dry and wet. ...
The effect of negative pore-water pressure is often ignored in slope stability studies. There is a p...
Stability analyses were performed for a real engineering-geological cross-section of unsaturated Qua...
Rainfall induced slope failure is common in many tropical countries where land area is limited and m...
Excessive rainfalls due to climatic changes can trigger an increase in rainfall-induced slope failur...
Shallow landslides in natural residual soil slopes are common all over the world. The slip surfaces ...
The negative pore-water pressure or matric suction in unsaturated soil contributes to the shear stre...
The negative pore-water pressure or matric suction in unsaturated soil contributes to the shear stre...
Landslides in residual soil slopes are commonly induced by rainfall infiltration. These residual soi...
This paper discusses the experimental determination of some matric suction characteristics of residu...
The tropical climate conditions cause the residual soils near ground water level to be in an unsatur...
Rainfall is identified as the factor for triggering slope failure and inducing leachate from a landf...
Rainfall is identified as the factor for triggering slope failure and inducing leachate from a landf...
It is very important to study applications of unsaturated soil properties in slope stability analysi...
The monolithically coupled finite element analysis for a deformable unsaturated soil slope is perfor...
Many countries in the tropical and sub-tropical regions experience mainly two seasons: dry and wet. ...
The effect of negative pore-water pressure is often ignored in slope stability studies. There is a p...
Stability analyses were performed for a real engineering-geological cross-section of unsaturated Qua...
Rainfall induced slope failure is common in many tropical countries where land area is limited and m...
Excessive rainfalls due to climatic changes can trigger an increase in rainfall-induced slope failur...
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