Bagasse ash (BA) is an abundant industrial waste of the sugar-cane refining industry, and its improper disposal can result in a detrimental impact on the environment. In this investigation, BA is considered to assess the possible advantages of its pozzolanic component as a novel sustainable waste application for stabilisation of expansive soils. The engineering characteristics of expansive soils were investigated through an array of laboratory experiments on treated and untreated soil specimens mixed with various contents of additive and cured for different times. A comprehensive investigation of the microstructure evolution of soils after treatment was also undertaken using Fourier transform infrared and scanning electron microscopy techni...
This paper evaluates the suitability of sugarcane bagasse ash (SCBA) and waste marble dust (WMD) on ...
Soil is the foundation material which supports loads from the overlying structure. Soil is the most ...
Expansive soils are problematic soils that exhibit the shrink-swell behavior. Previous research has ...
Bagasse ash is a readily available waste by-product of the sugar-cane refining industry; its imprope...
Soil is a base of structure, which actually supports the structure from beneath and distributes the ...
Expansive soils expand when they are wet and contract when they are wet, resulting in a variety of i...
© 2016 The Authors. Published by Elsevier B.V. Bagasse is a fibrous material remaining after crushin...
AbstractBagasse is a fibrous material remaining after crushing sugarcane to extract its juice; and b...
Soil stabilization is necessary to increase the soil’s durability, volume stability, and engineering...
AbstractSoil stabilization is the most common ground improvement technique adopted to improve proble...
A series of experimental programs was undertaken to investigate mechanical behaviour of bagasse ash ...
The term soil stabilisation refers to a way of strengthening the solidity or bearing capabilities of...
Review of studies carried out on the use of bagasse ash for the improvement of deficient soils in Ni...
The scarcity and rising cost of traditional stabilizers like Lime and Cement has led to the research...
Valorisation of solid wastes in the manufacture of soil based building materials is one of the sever...
This paper evaluates the suitability of sugarcane bagasse ash (SCBA) and waste marble dust (WMD) on ...
Soil is the foundation material which supports loads from the overlying structure. Soil is the most ...
Expansive soils are problematic soils that exhibit the shrink-swell behavior. Previous research has ...
Bagasse ash is a readily available waste by-product of the sugar-cane refining industry; its imprope...
Soil is a base of structure, which actually supports the structure from beneath and distributes the ...
Expansive soils expand when they are wet and contract when they are wet, resulting in a variety of i...
© 2016 The Authors. Published by Elsevier B.V. Bagasse is a fibrous material remaining after crushin...
AbstractBagasse is a fibrous material remaining after crushing sugarcane to extract its juice; and b...
Soil stabilization is necessary to increase the soil’s durability, volume stability, and engineering...
AbstractSoil stabilization is the most common ground improvement technique adopted to improve proble...
A series of experimental programs was undertaken to investigate mechanical behaviour of bagasse ash ...
The term soil stabilisation refers to a way of strengthening the solidity or bearing capabilities of...
Review of studies carried out on the use of bagasse ash for the improvement of deficient soils in Ni...
The scarcity and rising cost of traditional stabilizers like Lime and Cement has led to the research...
Valorisation of solid wastes in the manufacture of soil based building materials is one of the sever...
This paper evaluates the suitability of sugarcane bagasse ash (SCBA) and waste marble dust (WMD) on ...
Soil is the foundation material which supports loads from the overlying structure. Soil is the most ...
Expansive soils are problematic soils that exhibit the shrink-swell behavior. Previous research has ...