The This publication presents the engineering properties of Kuantan clayey and increase of California Bearing Ratio (CBR) value on Stabilized Kuantan clayey by using waste glass, High Density Polyethylene (HDPE), Carpet Fiber as stabilizer. The research conducts various contents of Glass, HDPE, and Carpet Fiber to different types of clayey soils from various sites in Kuantan. The engineering properties, standard compaction and CBR tests were applied in original soil and stabilized soil samples. The stabilized samples were set up by mixing original soil with 4%, 8% and 12% content of glass, HDPE and carpet fiber by total weight. The accomplishment of subgrade stabilization depends on the engineering properties of soils and characteristic and...
All structures built on soft soil may experience uncontrollable settlement and critical bearing capa...
Stabilization is the process of blending and mixing materials with a soil to improve certain propert...
This paper proposes an assessment of the utilization of lime, Portland cement (PC), fly ash and bott...
The objective of this research is investigated the utilization of High Density Polyethylene (HDPE) a...
AbstractThe objective of this research is investigated the utilization of High Density Polyethylene ...
The use of carpet fiber as stabilizer for soil stabilization is attractive approach with such low co...
Cement and lime are commonly used for soil stabilization. These materials are expensive and it direc...
In general, clayey soil was used as soil material or embankment material for increasing road way l...
This thesis presents the evaluation for the coefficient of consolidation and compression index of Ku...
The main purpose of this study is to determine the utilization of reuse and recycle materials such a...
This paper proposes an engineering quality improvement of Kuantan clay subgrade using fly ash, botto...
Clay soil as a subgrade is problematic if it has a low California Bearing Ratio (CBR) value. There a...
AbstractThis paper proposes an engineering quality improvement of Kuantan clay subgrade using fly as...
In general, clayey soil was used as material embankment for increasing road way level before road st...
This publication presents the engineering properties of Kuantan clay and proposes an assessment of t...
All structures built on soft soil may experience uncontrollable settlement and critical bearing capa...
Stabilization is the process of blending and mixing materials with a soil to improve certain propert...
This paper proposes an assessment of the utilization of lime, Portland cement (PC), fly ash and bott...
The objective of this research is investigated the utilization of High Density Polyethylene (HDPE) a...
AbstractThe objective of this research is investigated the utilization of High Density Polyethylene ...
The use of carpet fiber as stabilizer for soil stabilization is attractive approach with such low co...
Cement and lime are commonly used for soil stabilization. These materials are expensive and it direc...
In general, clayey soil was used as soil material or embankment material for increasing road way l...
This thesis presents the evaluation for the coefficient of consolidation and compression index of Ku...
The main purpose of this study is to determine the utilization of reuse and recycle materials such a...
This paper proposes an engineering quality improvement of Kuantan clay subgrade using fly ash, botto...
Clay soil as a subgrade is problematic if it has a low California Bearing Ratio (CBR) value. There a...
AbstractThis paper proposes an engineering quality improvement of Kuantan clay subgrade using fly as...
In general, clayey soil was used as material embankment for increasing road way level before road st...
This publication presents the engineering properties of Kuantan clay and proposes an assessment of t...
All structures built on soft soil may experience uncontrollable settlement and critical bearing capa...
Stabilization is the process of blending and mixing materials with a soil to improve certain propert...
This paper proposes an assessment of the utilization of lime, Portland cement (PC), fly ash and bott...