In this paper the potential of introducing alkali activated fly ash to a clayey soil as stabilizing agent was investigated. As alkaline activator Potassium hydroxide of 12 M was introduced to the soil fly ash mixtures. Unconfined compressive strength tests were carried out. Four different fly ash/solid ratios were proposed to be 10 %, 20 %, 30 % and 40 % at two curing regimes of 7 & 28 days. The greatest unconfined compressive strength was of 40 % mixture recorded at 3.68 Mpa after 28 days. Microstructural analyses including SEM, EDS and FTIR were conducted to detect and confirm gel formation. Alkaline activation of clayey soil using KOH solution as an activator proved to be a feasible alternative for soft soil stabilization
An experimental investigation on the mechanical improvement induced by alkali-activated binder based...
Clayey soils exhibit antagonistic characteristics such as low strength, swelling and shrinkage etc. ...
Geopolymer technology have been developed and explored especially in the construction material field...
In this paper the potential of introducing alkali activated fly ash to a clayey soil as stabilizing ...
In this paper the potential of introducing alkali activated fly ash to a clayey soil as stabilizing ...
Generally, alkali-activated binders have received much attention in recent years due to their energy...
In the present paper, the use of alkali activated binders to improve engineering properties of claye...
This paper presents the role of clay portion in soil used to stabilize soils during alkaline activat...
The use of alkali-activated fly ashes (AAFA) to improve engineering properties of clayey soils is a ...
The improvement of geotechnical properties is often achieved by the addition of traditional binders,...
This paper studies the effectiveness of alkaline activation of low-calcium fly ash on the improvemen...
AbstractOrdinary Portland cement and lime are often used as stabilising agent for weak soil improvem...
The use of alkali activated binders to improve engineering properties of clayey soils is a novel sol...
The properties of the soils can change drastically due to the presence of contaminants leading to se...
An experimental investigation on the mechanical improvement induced by alkali-activated binder based...
Clayey soils exhibit antagonistic characteristics such as low strength, swelling and shrinkage etc. ...
Geopolymer technology have been developed and explored especially in the construction material field...
In this paper the potential of introducing alkali activated fly ash to a clayey soil as stabilizing ...
In this paper the potential of introducing alkali activated fly ash to a clayey soil as stabilizing ...
Generally, alkali-activated binders have received much attention in recent years due to their energy...
In the present paper, the use of alkali activated binders to improve engineering properties of claye...
This paper presents the role of clay portion in soil used to stabilize soils during alkaline activat...
The use of alkali-activated fly ashes (AAFA) to improve engineering properties of clayey soils is a ...
The improvement of geotechnical properties is often achieved by the addition of traditional binders,...
This paper studies the effectiveness of alkaline activation of low-calcium fly ash on the improvemen...
AbstractOrdinary Portland cement and lime are often used as stabilising agent for weak soil improvem...
The use of alkali activated binders to improve engineering properties of clayey soils is a novel sol...
The properties of the soils can change drastically due to the presence of contaminants leading to se...
An experimental investigation on the mechanical improvement induced by alkali-activated binder based...
Clayey soils exhibit antagonistic characteristics such as low strength, swelling and shrinkage etc. ...
Geopolymer technology have been developed and explored especially in the construction material field...