In the formulations of adhesive mortars for tiles almost exclusively CEM I Portland cements are used. Practically no CEM II - CEM V cements with additives are used, although they are often produced with strength classes 32.5 R and some even 42.5R. Relationship between strengths of tile adhesives in which cement was partially replaced with fly ash and granulated blast furnace slag was studied. A fly ash was used in three different replacement levels from 5% to 25% by weight of either cement. The tensile adhesion were determined at 28 and 90 days after various conditioning conditions of the samples. The influence on the flexibility of mortars was also assessed. In small substitution levels, fly ash replacement increased the tensile adhesion s...
AbstractThe cement companies have found in natural and artificial pozzolans a very good option for p...
Copyright © 2013 ISSR Journals. This is an open access article distributed under the Creative Common...
Class F fly ash is used to replace the OPC on the mass basis of the total cementitious material (CM)...
In the formulations of adhesive mortars for tiles almost exclusively CEM I Portland cements are used...
WOS: 000230076700009Statistical relationship between various strengths of tile adhesives in which ce...
Opisano wpływ rozdrobnienia cementu oraz dodatków mineralnych na właściwości zapraw klejowych do pły...
The impact that construction has on sustainability as a relevant consumer of materials is well known...
The study evaluates the influence of fly ash and bottom ash as partial cement substitutes in mortars...
This paper reports the results of an experimental investigation carried out to study the effects of ...
This paper presents the findings of an investigation into the compressive and flexural strength of v...
In this work, the effect of Granulated Blast Furnace Slag (GBFS) and fly ash (FA) addition on the st...
In this study, the effects of slag replacement on abrasion resistance, flexural and compressive stre...
Abstract:- Pozzolanic admixtures are generally being used along with the cement in concrete mixes so...
The aim of the work reported in this paper is to compare the strength of two different alkali activa...
The global consumption of sand by the concrete industry has increased significantly over the years. ...
AbstractThe cement companies have found in natural and artificial pozzolans a very good option for p...
Copyright © 2013 ISSR Journals. This is an open access article distributed under the Creative Common...
Class F fly ash is used to replace the OPC on the mass basis of the total cementitious material (CM)...
In the formulations of adhesive mortars for tiles almost exclusively CEM I Portland cements are used...
WOS: 000230076700009Statistical relationship between various strengths of tile adhesives in which ce...
Opisano wpływ rozdrobnienia cementu oraz dodatków mineralnych na właściwości zapraw klejowych do pły...
The impact that construction has on sustainability as a relevant consumer of materials is well known...
The study evaluates the influence of fly ash and bottom ash as partial cement substitutes in mortars...
This paper reports the results of an experimental investigation carried out to study the effects of ...
This paper presents the findings of an investigation into the compressive and flexural strength of v...
In this work, the effect of Granulated Blast Furnace Slag (GBFS) and fly ash (FA) addition on the st...
In this study, the effects of slag replacement on abrasion resistance, flexural and compressive stre...
Abstract:- Pozzolanic admixtures are generally being used along with the cement in concrete mixes so...
The aim of the work reported in this paper is to compare the strength of two different alkali activa...
The global consumption of sand by the concrete industry has increased significantly over the years. ...
AbstractThe cement companies have found in natural and artificial pozzolans a very good option for p...
Copyright © 2013 ISSR Journals. This is an open access article distributed under the Creative Common...
Class F fly ash is used to replace the OPC on the mass basis of the total cementitious material (CM)...