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Mechanical Properties of ASR-Affected Concrete Containing Fine or Coarse Reactive Aggregates
The 14 references without a DOI — listed, not checked
no DOI — not checkedatypb5/ref4
no DOI — not checkedatypb8/ref5
no DOI — not checkedHEPC. 1990. Report of investigation of alkali–aggregate reaction. Committee on AAR of the Hanshin Expressway Company, Hanshin Expressway Public Corporation, Osaka, Japan.
no DOI — not checkedatypb10/ref7
no DOI — not checkedISE. 1992. Structural effects of alkali–silica reaction – technical guidance on the appraisal of existing structures. The Institution of Structural Engineers, London, UK.
no DOI — not checkedatypb14/ref11
no DOI — not checkedLarive, C. 1998. Combined contribution of experiments and modeling to the understanding of alkali–aggregate reaction and its mechanical consequences. Laboratoire Central des Ponts et Chaussées, Paris, France, Report OA 28.
no DOI — not checkedatypb19/ref15
no DOI — not checkedNg, K.E. 1991. Effect of alkali–silica reaction on the punching shear capacity of reinforced concrete slabs. Ph.D. thesis, The University of Birmingham, Birmingham, UK.
no DOI — not checkedNQ. 1983. Détermination du pourcentage de particules plates et de particules allongées. Standard NQ 2560–265. Bureau de Normalisation du Québec, Québec City, Que. [In French.]
no DOI — not checkedPutterill, K.E., and Oberholster, R.E. 1995. Investigation of different variables that influence the expansion of concrete caused by alkali–silica reaction under natural environmental conditions. National Building Research Institute, Council for Scientific and Industrial Research, Pretoria, South Africa. Report BBR 626.
no DOI — not checkedatypb27/ref23
no DOI — not checkedatypb30/ref26
no DOI — not checkedatypb31/ref27
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