Cement and lime are commonly used for soil stabilization. These materials are expensive and it directly increase the construction cost, the usage of recycle material is an ideal choice to overcome this problem. The objective of this project is to study the applicability and effectiveness of Glass waste in order to stabilize soil that is obtains from the subgrade. These studies involve two major studies, the engineering properties of soil before mixing with additives and strength of the soil after mixing with Glass waste. California Bearing Ratio test were conducted to obtain the CBR value of the stabilize soil. The CBR value increased mainly depends on Glass waste content. The variation content of Glass waste is 0%, 4%,.8%, 12%. Key Word: (...
Marshland is soft soils containing clay, silt and peat. Clay / silt are cohesive plastic which has t...
This paper assesses the stabilizing effect of powdered glass on clay soil. Broken waste glass was co...
This paper proposes an assessment of the utilization of lime, Portland cement (PC), fly ash and bott...
The This publication presents the engineering properties of Kuantan clayey and increase of Californi...
Clay soil as a subgrade is problematic if it has a low California Bearing Ratio (CBR) value. There a...
The objective of this research is investigated the utilization of High Density Polyethylene (HDPE) a...
In general, clayey soil was used as soil material or embankment material for increasing road way l...
AbstractThe objective of this research is investigated the utilization of High Density Polyethylene ...
Soil stabilization by adding new materials is one of the alternatives to soil repair that can improv...
This paper proposes an engineering quality improvement of Kuantan clay subgrade using fly ash, botto...
This paper presents the findings on the improvement of California Bearing Ratio (CBR) value of soil ...
The aim of this study was to improve the strength of black cotton soil for its suitability for road ...
AbstractThis paper proposes an engineering quality improvement of Kuantan clay subgrade using fly as...
The main purpose of this study is to determine the utilization of reuse and recycle materials such a...
Marshland is soft soils containing clay, silt and peat. Clay / silt are cohesive plastic which has t...
Marshland is soft soils containing clay, silt and peat. Clay / silt are cohesive plastic which has t...
This paper assesses the stabilizing effect of powdered glass on clay soil. Broken waste glass was co...
This paper proposes an assessment of the utilization of lime, Portland cement (PC), fly ash and bott...
The This publication presents the engineering properties of Kuantan clayey and increase of Californi...
Clay soil as a subgrade is problematic if it has a low California Bearing Ratio (CBR) value. There a...
The objective of this research is investigated the utilization of High Density Polyethylene (HDPE) a...
In general, clayey soil was used as soil material or embankment material for increasing road way l...
AbstractThe objective of this research is investigated the utilization of High Density Polyethylene ...
Soil stabilization by adding new materials is one of the alternatives to soil repair that can improv...
This paper proposes an engineering quality improvement of Kuantan clay subgrade using fly ash, botto...
This paper presents the findings on the improvement of California Bearing Ratio (CBR) value of soil ...
The aim of this study was to improve the strength of black cotton soil for its suitability for road ...
AbstractThis paper proposes an engineering quality improvement of Kuantan clay subgrade using fly as...
The main purpose of this study is to determine the utilization of reuse and recycle materials such a...
Marshland is soft soils containing clay, silt and peat. Clay / silt are cohesive plastic which has t...
Marshland is soft soils containing clay, silt and peat. Clay / silt are cohesive plastic which has t...
This paper assesses the stabilizing effect of powdered glass on clay soil. Broken waste glass was co...
This paper proposes an assessment of the utilization of lime, Portland cement (PC), fly ash and bott...