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·In summary the study emphasizes that the replacement of conventional cement with waste powders despite causing acceptable adverse effects on workability admixture requirements and strength properties leads to significant enhancements in alkali silica reaction resistance This in turn bestows substantive benefits upon the overarching goal
·Despite extensive research the relationship between the progression of alkali silica reaction ASR and the cement hydration mechanism particularly the influence of the pore solution composition on the nature of reaction products is not thoroughly understood A multi analytical approach was applied to study ASR mechanism under accelerated
·1 Introduction Alkali silica reaction ASR has been regarded as one of the most serious long term deterioration factors for reinforced concrete RC structures [1] [2] [3] It has been characterized as the chemical reactions between alkali reactive silica in aggregates and alkali ions in concrete pore solutions [4] [5] [6] The subsequent product expansive ASR gel
·by alkali silica reaction It should be noted that limestone aggregates may be susceptible either to alkali silica reaction or alkali carbonate reaction or a combination of the two Typical Cracking Due to Alkali Aggregate Reaction Relatively equi dimensional pattern cracking like that shown in Figures 1 and 2 is
·Alkali Silica Reaction is a complex chemical physical reaction between alkalis and alkali reactive aggregates in the concrete The reaction forms a swelling gel the chemical reaction and following uptake of water the gel exerts a pressure the physical process which can crack the concrete For slow reactive aggregates
·Alkali silica reaction ASR discovered in 1940 [1] has been recognized as one of the major problems affecting durability during the service life of reinforced concrete certain conditions presence of reactive silica sufficient alkalis in the pore solution and existence of water ASR gel is produced [2] [3] Field investigations of various
·Among the many concrete distress mechanisms alkali silica reaction ASR is one of the most harmful which affects the durability and serviceability of concrete infrastructure worldwide [7 8] This shortens the service life of concrete resulting in an inefficient use of the non renewable resources and material that previously emitted CO 2
·Alkali silica reaction ASR is a deleterious reaction that can cause expansion and damage in concrete with alkali reactive aggregates The reaction occurs between the reactive silica of aggregate and alkali hydroxides in the concrete pore solution in the presence of moisture and calcium hydroxide The main source of alkalis in concrete is cement
·Alkali Silica Reaction ASR as a harmful internal reaction in concrete produces deleterious gel which occurs due to the reaction between the reactive silica in the aggregate and the alkalis of the pore solution
·Supplementary cementitious materials SCMs are often used in concrete to reduce the risk of alkali silica reaction ASR This is primarily through dilution of the alkalis contributed by Portland cement and binding of alkalis as a result of pozzolanic reaction
<p>This paper presents a comprehensive review of modeling of alkali silica reaction ASR in concrete Such modeling is essential for investigating the chemical expansion mechanism and the subsequent influence on the mechanical aspects of the material The concept of ASR and the mechanism of expansion are first outlined and the state of the art of modeling for ASR the
·This paper presents a comprehensive review of modeling of alkali silica reaction ASR in concrete Such modeling is essential for investigating the chemical expansion mechanism and the subsequent influence on the mechanical aspects of the material The concept of ASR and the mechanism of expansion are first outlined and the state of the art of modeling
·ASTM C1293 Standard Test Method for Determination of Length Change of Concrete Due to Alkali Silica Reaction; AASHTO T 380 Standard Method of Test for Potential Alkali Reactivity of ASR Mitigation Measures Miniature Concrete Prism Test MCPT
·The alkali silica reaction is a universally known destructive mechanism in concrete that can lead to the premature loss of serviceability in affected structures
·Alkali silica reaction ASR and expansion induced are one of the major concerns over durability of concrete structures It causes an increase in internal stresses and hence deteriorating
·This paper presents a comprehensive review of modeling of alkali silica reaction ASR in concrete Such modeling is essential for investigating the chemical expansion mechanism and the subsequent
·National regulations for preventing alkali silica reaction ASR in concrete structures are based on various principles that have to take into account a range of material properties and local experience In order to improve flexibility extend material selection criteria and optimise concrete mix design some countries have incorporated the
The alkali silica reaction ASR also commonly known as concrete cancer [3] is a deleterious internal swelling reaction that occurs over time in concrete between the highly alkaline cement paste and the reactive amorphous non crystalline silica found in many common aggregates given sufficient Characteristic crack pattern associated with the alkali silica reaction
Alkali Silica Reaction ASR is a kind of complicated physical and chemical reaction in concrete Its reaction process can be simplified to alkali ions in pore solution and reactive components in aggregate to generate gel products in the wet condition
·Typical deleterious features of alkali silica reaction in concrete structures include cracking expansion and consequent misalignment of structural elements spalling of fragments of surface concrete as pop outs and the presence of gel in fractures or associated with aggregate particles within the concrete The reaction typically takes
·For the alkali silica reaction ASR also called "concrete cancer" VDZ examines concrete samples according to the alkali guideline of the German Committee for Reinforced Concrete DAfStb according to RILEM and according to ARS No 04/2013 among others
·Sanchez L 2014 Contribution to the assessment of damage in aging concrete infrastructures affected by alkali aggregate reaction UNIVERSITE LAVAL Google Scholar Wei J Gencturk B Jain A Hanifehzadeh M 2019 Mitigating alkali silica reaction induced concrete degradation through cement substitution by metakaolin and bentonite
·Alkali silica reaction ASR is a deleterious chemical reaction between alkali hydroxyl ions and types of silica found in some aggregates of concrete [1] The reaction produces a hygroscopic gel within concrete structures that expands leading to
·Alkali aggregate reaction AAR also known as alkali silica reaction ASR is a major form of concrete deterioration for older structures AAR will eventually weaken the concrete induce cracking and can jeopardize the integrity of dams and nuclear structures to the point of having them decommissioned
·Alkali silica reaction is one of the most deleterious reactions in concrete [4] ASR can cause destructive expansion which is affected by many factors such as the nature and dosage of activators binders reactive aggregates testing methods
The Alkali Silica Reaction in Concrete DOI link for The Alkali Silica Reaction in Concrete The Alkali Silica Reaction in Concrete Edited By R N Swamy Edition 1st Edition First Published 1991 eBook Published 1 September 1991 Pub Location London Imprint CRC Press
·Water is necessary for the alkali aggregate reaction to occur and this study investigates the impact of waterproofing on alkali aggregate reaction AAR in concrete by separating water from alkali