The potential alkali-silica reactivity of volcanic rocks of rhyolitic composition, used as concrete aggregates, was assessed focusing mainly on their petrography. Eleven samples from the Argentine Patagonia (Provinces of Río Negro and Chubut) were examined using a petrographic microscope. Thin sections were used to evaluate sample texture, degree of alteration, the presence of volcanic glass in the matrix, and metastable minerals that may contribute silica to the reaction (ASR). Results from the petrographic study were compared with those from the mortar bar test (ASTM C-1260) and the dissolved silica determined by the chemical methods (ASTM C-289). It was concluded that rhyolitic rocks may develop deleterious reactions when they contain u...
Deteriorated concrete pavements from three regions in Argentina were studied. The aim was to evaluat...
The majority of crushed aggregates utilized in Argentina come from the Sierras Pampeanas of Córdoba,...
Early studies of concrete durability problems resulting from expansive reactions between certain agg...
This work consists of two stages; first, studies were conducted to evaluate the potential reactivity...
This work consists of two stages; first, studies were conducted to evaluate the potential reactivity...
Petrographic characteristics of sandstone from the Province of Corrientes, Argentina, were studied. ...
The “Sierras Pampeanas de Córdoba” (Argentina) is an igneous-metamorphic complex affected by shear z...
Gravels that are predominantly volcanic in composition cover a large area in Argentine Patagonia. Th...
Determination of the potential reactivity of slow-reacting aggregates has been an openly debated sub...
Basaltic rocks have been widely used in several countries of South America for major engineering pro...
Argentina is an extended country where a large variety of aggregates is available even in the same r...
A fine-grained argillaceous reactive dolostone was identified in Argentina. In alkaline conditions, ...
The alkali–silica reaction can shorten concrete life due to expansive pressure build-up caused by re...
(AJ) Even today, alkali-silica reaction is a significant problem in concrete-making industry. It was...
It has been known for a long time that strained, microcrystalline or cryptocrystalline quartz-bearin...
Deteriorated concrete pavements from three regions in Argentina were studied. The aim was to evaluat...
The majority of crushed aggregates utilized in Argentina come from the Sierras Pampeanas of Córdoba,...
Early studies of concrete durability problems resulting from expansive reactions between certain agg...
This work consists of two stages; first, studies were conducted to evaluate the potential reactivity...
This work consists of two stages; first, studies were conducted to evaluate the potential reactivity...
Petrographic characteristics of sandstone from the Province of Corrientes, Argentina, were studied. ...
The “Sierras Pampeanas de Córdoba” (Argentina) is an igneous-metamorphic complex affected by shear z...
Gravels that are predominantly volcanic in composition cover a large area in Argentine Patagonia. Th...
Determination of the potential reactivity of slow-reacting aggregates has been an openly debated sub...
Basaltic rocks have been widely used in several countries of South America for major engineering pro...
Argentina is an extended country where a large variety of aggregates is available even in the same r...
A fine-grained argillaceous reactive dolostone was identified in Argentina. In alkaline conditions, ...
The alkali–silica reaction can shorten concrete life due to expansive pressure build-up caused by re...
(AJ) Even today, alkali-silica reaction is a significant problem in concrete-making industry. It was...
It has been known for a long time that strained, microcrystalline or cryptocrystalline quartz-bearin...
Deteriorated concrete pavements from three regions in Argentina were studied. The aim was to evaluat...
The majority of crushed aggregates utilized in Argentina come from the Sierras Pampeanas of Córdoba,...
Early studies of concrete durability problems resulting from expansive reactions between certain agg...