In order to value glass in the production of cement and concrete. We have verified the effect of the progressive substitution of 10% to 50% of the volume of cement by glass powder and silica fume on the mechanical properties of hardened mortars, we have also verified their inhibitory effect of the Alkali Silica Reaction (ASR) by studying the variation of mass, expansion, opening and density of cracks as well as the loss of mechanical performance of mortars undergoes a test that accelerates the ASR by autoclave. We have concluded that the use of these mineral admixtures can improve the mechanical performance of mortars, and it can reduce expansions and mechanical performance losses due to ASR
303-308In this study, alkali silica reaction (ASR) expansion and strength characteristics of mortar...
A significant portion of recycled glass from municipal waste streams is not found to be suitable for...
AbstractThis paper investigates the effects of powder waste glass (PWG) at 10%, 15%, and 20 wt.% rep...
Abstract The alkali-silica reaction (ASR) is one of the problems that can compromise concrete durabi...
In this study the mitigation influence of incorporating waste glass powder (G) and class F fly ash (...
Use of waste glass or glass cullet (GC) as concrete aggregate is becoming more widespread each day b...
Glass with different chemical compositions, deriving from separate collection, has been used as fine...
Glass with different chemical compositions, deriving from separate collection, has been used as fine...
International audienceThe experimental study aims to prevent the alkali-silica reaction (ASR) of mor...
© 2017 Elsevier Ltd Recycling waste glass aggregate into concrete can reduce environmental impacts b...
The use of surplus waste glass in concrete has been avoided on the grounds that it is known to under...
grantor: University of TorontoThe effects that the form and silica content of silica fume ...
The suppression of ASR expansion hazards of glass concrete has always been a key and hot issue in th...
The aim of this study is to investigate the influence of using different particle sizes of recycled ...
The effects of different contents and particle sizes of waste glass powder on alkali–silica reaction...
303-308In this study, alkali silica reaction (ASR) expansion and strength characteristics of mortar...
A significant portion of recycled glass from municipal waste streams is not found to be suitable for...
AbstractThis paper investigates the effects of powder waste glass (PWG) at 10%, 15%, and 20 wt.% rep...
Abstract The alkali-silica reaction (ASR) is one of the problems that can compromise concrete durabi...
In this study the mitigation influence of incorporating waste glass powder (G) and class F fly ash (...
Use of waste glass or glass cullet (GC) as concrete aggregate is becoming more widespread each day b...
Glass with different chemical compositions, deriving from separate collection, has been used as fine...
Glass with different chemical compositions, deriving from separate collection, has been used as fine...
International audienceThe experimental study aims to prevent the alkali-silica reaction (ASR) of mor...
© 2017 Elsevier Ltd Recycling waste glass aggregate into concrete can reduce environmental impacts b...
The use of surplus waste glass in concrete has been avoided on the grounds that it is known to under...
grantor: University of TorontoThe effects that the form and silica content of silica fume ...
The suppression of ASR expansion hazards of glass concrete has always been a key and hot issue in th...
The aim of this study is to investigate the influence of using different particle sizes of recycled ...
The effects of different contents and particle sizes of waste glass powder on alkali–silica reaction...
303-308In this study, alkali silica reaction (ASR) expansion and strength characteristics of mortar...
A significant portion of recycled glass from municipal waste streams is not found to be suitable for...
AbstractThis paper investigates the effects of powder waste glass (PWG) at 10%, 15%, and 20 wt.% rep...