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Condition assessment of alkali-silica reaction affected concrete under various confinement conditions incorporating fine and coarse reactive aggregates
25/25 checkable references clean · checked 2026-07-23
Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.
23 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.
The 25 checked references that resolve
resolves10.1139/l99-072
Alkali-aggregate reaction in concrete: a review of basic concepts and engineering implications
resolves10.1016/j.conbuildmat.2020.121250
Microscopic assessment of recycled concrete aggregate (RCA) mixtures affected by alkali-silica reaction (ASR)
resolves10.1016/j.cemconres.2021.106426
Microscopic characterization of alkali-silica reaction (ASR) affected recycled concrete mixtures induced by reactive coarse and fine aggregates
resolves10.1139/l04-074
Evaluation of the expansion attained to date by concrete affected by alkalisilica reaction. Part II: Application to nonreinforced concrete specimens exposed outside
resolves10.1016/j.conbuildmat.2018.03.159
Expansive behavior of thick concrete slabs affected by alkali-silica reaction (ASR)
resolves10.1016/j.cemconres.2016.12.001
Overall assessment of Alkali-Aggregate Reaction (AAR) in concretes presenting different strengths and incorporating a wide range of reactive aggregate types and natures
resolves10.1016/j.cemconres.2014.08.002
Reliable quantification of AAR damage through assessment of the Damage Rating Index (DRI)
resolves10.1016/j.conbuildmat.2019.117554
Condition assessment of an ASR-affected overpass after nearly 50 years in service
resolves10.1016/j.cemconres.2005.11.012
Effect of applied stresses on alkali–silica reaction-induced expansions
resolves10.1002/suco.201600220
Development and multiaxial distribution of expansions in reinforced concrete elements affected by alkali–silica reaction
resolves10.1016/j.cemconres.2021.106456
Microscopic assessment of ASR-affected concrete under confinement conditions
resolves10.1016/j.conbuildmat.2020.118384
Experimental investigation of ASR-affected concrete – The influence of uniaxial loading on the evolution of mechanical properties, expansion and damage indices
resolves10.1016/j.conbuildmat.2018.03.096
Influence of alkali-silica reaction and crack orientation on the uniaxial compressive strength of concrete cores from slab bridges
resolves10.1016/j.conbuildmat.2019.117641
Effect of alkali-silica reaction on the fracture properties of confined concrete
resolves10.1680/macr.1994.46.167.145
The suitability of cores in predicting the behaviour of structural members suffering from ASR
resolves10.1016/0950-0618(93)90040-J
Load-carrying capacity of structural members subjected to alkali-silica reactions
resolves10.1016/j.conbuildmat.2014.11.071
Evaluation of the Stiffness Damage Test (SDT) as a tool for assessing damage in concrete due to alkali-silica reaction (ASR): Input parameters and variability of the test responses
resolves10.1016/j.conbuildmat.2016.08.101
Practical use of the Stiffness Damage Test (SDT) for assessing damage in concrete infrastructure affected by alkali-silica reaction
resolves10.1680/macr.1993.45.165.247
Development of a non-destructive test to quantify damage in deteriorated concrete
resolves10.1016/j.cemconres.2020.106350
Overall assessment of alkali-silica reaction affected recycled concrete aggregate mixtures derived from construction and demolition waste
resolves10.1520/CCA11927
Influence of Specimen Geometry, Orientation of Casting Plane, and Mode of Concrete Consolidation on Expansion Due to ASR
resolves10.1520/JAI12010
Mechanical Properties of ASR-Affected Concrete Containing Fine or Coarse Reactive Aggregates
resolves10.1016/j.cemconres.2005.03.010
Effects of aggregate size and angularity on alkali–silica reaction
The 23 references without a DOI — listed, not checked
no DOI — not checked10.1016/j.cemconres.2021.106694_bb0030
no DOI — not checkedNorth America (USA and Canada)
no DOI — not checkedUse of damage rating index to quantify alkali-silica reaction damage in concrete: fine versus coarse aggregate
no DOI — not checked10.1016/j.cemconres.2021.106694_bb0060
no DOI — not checked10.1016/j.cemconres.2021.106694_bb0070
no DOI — not checkedEffect of Confinement on AAR-induced expansion and damage
no DOI — not checked10.1016/j.cemconres.2021.106694_bb0095
no DOI — not checked10.1016/j.cemconres.2021.106694_bb0100
no DOI — not checkedEffect of alkali-silica reaction expansion rate and confinement on concrete degradation
no DOI — not checkedStiffness damage and mechanical testing of core specimens for the evaluation of structures affected by ASR
no DOI — not checked10.1016/j.cemconres.2021.106694_bb0140
no DOI — not checkedThe static and fatigue strength of reinforced concrete beams affected by alkali-silica reaction
no DOI — not checked10.1016/j.cemconres.2021.106694_bb0160
no DOI — not checkedResults of damage rating evaluation of condition of concrete from a number of structures affected by ASR, CANMET
no DOI — not checkedLaboratory evaluation of alkali-silica reaction in concrete from Saunders Generating Station
no DOI — not checkedDetermination of the damage in concrete affected by ASR — the damage rating index (DRI)
no DOI — not checkedStandard test method for determination of length change of concrete due to alkali-silica reaction
no DOI — not checked10.1016/j.cemconres.2021.106694_bb0200
no DOI — not checkedCSA23.2-14C: obtaining and testing drilled cores for compressive strength testing
no DOI — not checked10.1016/j.cemconres.2021.106694_bb0210
no DOI — not checked10.1016/j.cemconres.2021.106694_bb0215
no DOI — not checkedComparative field and laboratory investigations on the use of supplementary cementing Materials to control alkali-silica reaction in concrete
no DOI — not checkedEvaluation of the induced mechanical deterioration of alkali-silica reaction affected concrete under distinct confinement conditions through the stiffness damage test
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