An experimental research of physicomechanical properties of fly ash and ash stabilized with lime and cement, as used in road construction, is presented in the paper. The binder was added in the proportion of 2, 4 and 6 % of the total quantity of fly ash. The testing revealed that ash samples with and without binder can be used for improvement of foundation soil and for construction of embankments and subgrade layers, but are not recommended for construction of subbase and base courses. The research is based on the use of fly ash for road construction, i.e. as a substitute for natural materials in construction industry, as this use would save natural resources whose reserves are limited
An experimental study was conducted to evaluate the suitability of lime for the improvement of weak ...
In India the present generation of fly ash is around 150 million tonnes and utilization percentage i...
Seven Iowa fly ashes were evaluated as a construction material for embankments. Test specimens were ...
Fly ash is useful for a variety of applications, because it is a plaster or silicate or aluminosilic...
In this paper we propose a new technique of soil stabilization for road construction based on using ...
The assessment of potential effects of the application of fly ash in road construction was based on ...
Experimental studies were carried out on fly ashes from two Indian thermal power plants, namely Rajg...
The ash landfills are a major environmental issue. The use of ash for the highway and railway substr...
The present study was conducted to investigate the performance of Badarpur fly ash stabilized with l...
International audienceThe objective of this work was to evaluate the suitability of dredged sediment...
Clay soils can cause significant distress in road construction due to their low strength. Stabilizin...
This paper presents the results of laboratory research of high plasticity clay stabilization using n...
The pavement constructions on soft and expansive soils are not durable and unable to sustain heavy t...
This paper presents the results of laboratory research of fly-ash soil stabilization. Tests were con...
Infrastructure projects such as highways, railways embankments etc. require large quantities of soil...
An experimental study was conducted to evaluate the suitability of lime for the improvement of weak ...
In India the present generation of fly ash is around 150 million tonnes and utilization percentage i...
Seven Iowa fly ashes were evaluated as a construction material for embankments. Test specimens were ...
Fly ash is useful for a variety of applications, because it is a plaster or silicate or aluminosilic...
In this paper we propose a new technique of soil stabilization for road construction based on using ...
The assessment of potential effects of the application of fly ash in road construction was based on ...
Experimental studies were carried out on fly ashes from two Indian thermal power plants, namely Rajg...
The ash landfills are a major environmental issue. The use of ash for the highway and railway substr...
The present study was conducted to investigate the performance of Badarpur fly ash stabilized with l...
International audienceThe objective of this work was to evaluate the suitability of dredged sediment...
Clay soils can cause significant distress in road construction due to their low strength. Stabilizin...
This paper presents the results of laboratory research of high plasticity clay stabilization using n...
The pavement constructions on soft and expansive soils are not durable and unable to sustain heavy t...
This paper presents the results of laboratory research of fly-ash soil stabilization. Tests were con...
Infrastructure projects such as highways, railways embankments etc. require large quantities of soil...
An experimental study was conducted to evaluate the suitability of lime for the improvement of weak ...
In India the present generation of fly ash is around 150 million tonnes and utilization percentage i...
Seven Iowa fly ashes were evaluated as a construction material for embankments. Test specimens were ...