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.
The 33 checked references that resolve
resolves10.14359/51688983Use of Damage Rating Index to Quantify Alkali-Silica Reaction Damage in Concrete: Fine versus Coarse Aggregate
resolves10.1520/CCA10465JQuantitative Petrographic Technique for Concrete Damage Due to ASR: Experimental and Application
resolves10.1139/l04-074Evaluation of the expansion attained to date by concrete affected by alkalisilica reaction. Part II: Application to nonreinforced concrete specimens exposed outside
resolves10.1139/l99-072Alkali-aggregate reaction in concrete: a review of basic concepts and engineering implications
resolves10.1016/j.cement.2020.100001Assessing condition of concrete affected by internal swelling reactions (ISR) through the Damage Rating Index (DRI)
resolves10.1016/j.cemconres.2020.105988Microstructure, crystallinity and composition of alkali-silica reaction products in concrete determined by transmission electron microscopy
resolves10.1016/j.cemconres.2016.12.001Overall 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.2005.12.022Different manifestations of the alkali-silica reaction in concrete according to the reaction kinetics of the reactive aggregate
resolves10.1680/macr.1999.51.6.375The effect of alkali—silica reaction on the fatigue behaviour of plain concrete tested in compression, indirect tension and flexure
resolves10.1002/suco.201600220Development and multiaxial distribution of expansions in reinforced concrete elements affected by alkali–silica reaction
resolves10.1002/suco.201600143Expansion behavior of a biaxially reinforced concrete member affected by alkali‐silica reaction
resolves10.1016/j.conbuildmat.2020.118384Experimental investigation of ASR-affected concrete – The influence of uniaxial loading on the evolution of mechanical properties, expansion and damage indices
resolves10.1016/j.conbuildmat.2018.03.096Influence of alkali-silica reaction and crack orientation on the uniaxial compressive strength of concrete cores from slab bridges
resolves10.1520/CCA11927Influence of Specimen Geometry, Orientation of Casting Plane, and Mode of Concrete Consolidation on Expansion Due to ASR
resolves10.1617/s11527-015-0734-zA new method of applying long-term multiaxial stresses in concrete specimens undergoing ASR, and their triaxial expansions
The 20 references without a DOI — listed, not checked
no DOI — not checkedM. Thomas, K. Folliard, B. Fournier, P. Rivard, T. Drimalas, Methods for Evaluating and Treating ASR-Affected Structures: Results of Field Application and Demonstration Projects I, Report No. FHWA-HIF-14-0002, Federal Highway Administration, U. S. Department of Transportation, Washington, DC, 2013.
no DOI — not checkedB. Fournier, A. Bérubé, J. Folliard, M. Thomas, Report on the Diagnosis, Prognosis, and Mitigation of Alkali-Silica Reaction (ASR) in Transportation Structures, Report No. FHWA-HIF-09-004, Federal Highway Administration, U. S. Department of Transportation, Washington, DC, 2010.
no DOI — not checkedMechanical predictions on concrete deterioration — part 2: classification on crack patterns
no DOI — not checkedC. Gravel, G. Ballivy, K.K., Q.M., L.M., Expansion of AAR concrete under Triaxial stresses: simulation with instrumented concrete block., in: Proc. 11th Int. Conf. Alkali Aggreg. React., Québec, Canada, 2000.
no DOI — not checkedStructural behavior of concrete beams affected by alkali-silica reaction
no DOI — not checked10.1016/j.cemconres.2021.106456_bb0130
no DOI — not checkedProperties of concrete deteriorated by alkali aggregate reaction under various reinforcement ratios
no DOI — not checked10.1016/j.cemconres.2021.106456_bb0170
no DOI — not checked10.1016/j.cemconres.2021.106456_bb0175
no DOI — not checkedS.G. Hansen, R.A. Barbosa, L.C. Hoang, Prestressing of reinforcing bars in concrete slabs due to concrete expansion induced by alkali-silica reaction, in: Fib Symp., Cape Town, 2016.
no DOI — not checked10.1016/j.cemconres.2021.106456_bb0195
no DOI — not checked10.1016/j.cemconres.2021.106456_bb0205
no DOI — not checked10.1016/j.cemconres.2021.106456_bb0210
no DOI — not checkedComparison of laboratory and field evaluation of AAR in large dams
no DOI — not checked10.1016/j.cemconres.2021.106456_bb0220
no DOI — not checkedDétermination de l’endommagement du béton par méthode pétrographique quantitative, [MSc Thesis] Department of Geology and Geological Engineering
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.2021.106456_bb0255
no DOI — not checkedS.W. Forster, R.L. Boone, M.S. Hammer, J.F. Lamond, D.S. Lane, R.E. Miller, S.E. Parker, A. Pergalsky, J.S. Pierce, M.Q. Robert, J.W. Schmitt, R.E. Tobin, State-of-the-art Report on Alkali-aggregate Reactivity Reported by ACI Committee 221, 98 (1998) 1–31.
no DOI — not checkedEffect of alkali silica reaction expansion and cracking on structural behavior of reinforced concrete beams
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