In researches conducted on various materials to stabilize soils, different factors have been investigated but none of the researches conducted has focused on method of incorporation or mixing.Hence, in this study the effect of cement—bentonite incorporation method with both wet and dry methods in 14.7 and 28 curing time will be studied to show its effect on the permeability coefficient changes. The results obtained in this study showed that the effect of incorporation is visible in all samples, so that most of the samples, which were prepared dry, the slope of their e-Log k curve is less than the wet samples which shows the sensitivity of wet samples to dry samples due to permeability coefficient changes .The results of this study can be us...
Silt is a kind of soil with poor engineering performance. Lime-fly ash- (LF-) stabilized silt has th...
This study investigated the strength development of cement-treated soils by considering not only the...
International audienceThe consolidation behaviour of fresh cementitious materials is a key factor th...
In researches conducted on various materials to stabilize soils, different factors have been investi...
This paper presents an experimental investigation on strength and hydraulic conductivity of a fine g...
The present paper investigates the influence of stabilization with cement, peat ash, and silica sand...
Cemented soil impermeable projects directly or indirectly contact an underground corrosive environme...
In the hydraulic binder domain, the presence of clay aggregates has been known for a long time to be...
Soil stabilization through addition of a hydraulic binder is a method frequently used to modify and ...
In recent decades, the use of Deep Mixing Method (DMM) has developed considerably and its applicatio...
Cutter Soil Mixing (CSM) is a recently developed deep mixing technique that has grown to include the...
Soil is the materials that has a very important role to support the construction on it. Soil permeab...
This licentiate thesis presents results of laboratory experiments regarding the effectiveness of add...
Soils often cause difficulties in subgrade performance with their low stiffness nature. However, the...
This paper presents the effects of using a small percentage of cement to stabilize clayey silt with ...
Silt is a kind of soil with poor engineering performance. Lime-fly ash- (LF-) stabilized silt has th...
This study investigated the strength development of cement-treated soils by considering not only the...
International audienceThe consolidation behaviour of fresh cementitious materials is a key factor th...
In researches conducted on various materials to stabilize soils, different factors have been investi...
This paper presents an experimental investigation on strength and hydraulic conductivity of a fine g...
The present paper investigates the influence of stabilization with cement, peat ash, and silica sand...
Cemented soil impermeable projects directly or indirectly contact an underground corrosive environme...
In the hydraulic binder domain, the presence of clay aggregates has been known for a long time to be...
Soil stabilization through addition of a hydraulic binder is a method frequently used to modify and ...
In recent decades, the use of Deep Mixing Method (DMM) has developed considerably and its applicatio...
Cutter Soil Mixing (CSM) is a recently developed deep mixing technique that has grown to include the...
Soil is the materials that has a very important role to support the construction on it. Soil permeab...
This licentiate thesis presents results of laboratory experiments regarding the effectiveness of add...
Soils often cause difficulties in subgrade performance with their low stiffness nature. However, the...
This paper presents the effects of using a small percentage of cement to stabilize clayey silt with ...
Silt is a kind of soil with poor engineering performance. Lime-fly ash- (LF-) stabilized silt has th...
This study investigated the strength development of cement-treated soils by considering not only the...
International audienceThe consolidation behaviour of fresh cementitious materials is a key factor th...