Download Bonded Cement-Based Material Overlays for the Repair, the by J.-L. Granju, B. Bissonnette, L. Courard (auth.), Benoît PDF

By J.-L. Granju, B. Bissonnette, L. Courard (auth.), Benoît Bissonnette, Luc Courard, David W. Fowler, Jean-Louis Granju (eds.)

Among diversified techniques that may be thought of for concrete rehabilitation, bonded overlays are usually the main cost effective replacement. the first goal of overlays is to increase the lifetime of the candidate constructions, both through restoring the standard and integrity of the skin and/or the re-establishing or enhancing the load-carrying skill. however, the sturdiness of bonded overlay platforms nonetheless attracts matters within the technical group due to bond sustainability difficulties encountered in a couple of instances. at present, there's nonetheless no approved layout procedure or technique which may warrant the practitioner a winning end result of the fix. This State-of-Art document summarizes the findings with recognize to all features fascinated with the masking process.

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Additional resources for Bonded Cement-Based Material Overlays for the Repair, the Lining or the Strengthening of Slabs or Pavements: State-of-the-Art Report of the RILEM Technical Committee 193-RLS

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An experimental program has recently been conducted [15] to evaluate the influence of various test parameters on the measured cohesion of a reference concrete surface: transfer plate thickness and diameter, core drilling depth, speed of loading, adhesive type and thickness, and number of tests. 10). Also, a minimum number of five tests can be defined, based on the standard deviation and required level of confidence of the results. The results of this test will give not only an evaluation of the cohesion of the superficial layer of concrete, but also an estimation of the concrete integrity.

Ballivy, G. , Progrès récents dans le domaine de l’auscultation. Auscultation et Instrumentation des Ouvrages de Génie Civil, Faculté des Sciences Appliquées de Béthune, 2000. 3. A. , Assessment of the reflection crack potential, in Prevention of Reflective Cracking in Pavements, Rilem Report 18, Chapter 3, E. N. Spon, London, pp. 28–41, 1997. 4. , Pavement Analysis and Design, Prentice-Hall, Englewood Cliffs, NJ, 1993. 5. , A microcomputer based procedure for backcalculating layer moduli from FWD data, Research Report 1123-1, Texas Transportation Institute, Texas A&M University, July 1988.

Non destructive test methods to evaluate concrete structures. In Proceedings Sixth CANMET/ACI International Conference on the Durability of Concrete, Special Seminar, Thessaloniki, Greece, p. 75, 2003. 12. Garbacz, A. , Ultrasonic evaluation methods applicable to polymer concrete composites, US Department of Commerce, Report No. NISTIR 6975, Gaithersburg, MD, 2003. 13. G. , Determination of concrete strengths with break-off tester, ACI Materials Journal, 85(4), 221–228, 1988. 14. , Adhesion of repair systems to concrete: Influence of interfacial typology and transport phenomena, Magazine of Concrete Research, 57, 1–10, 2005.

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