Repair of 130-Year Old Masonry Bridge using High-Performance Cement Grout-Reference-Cited by-同舟云学术

Repair of 130-Year Old Masonry Bridge using High-Performance Cement Grout

Published:2002-01 Issue:1 Volume:7 Page:31-38
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Perret S.¹,Khayat K. H.²,Gagnon E.³,Rhazi J.⁴

Affiliation:

1. PhD Candidate, Dept. of Civil Engineering, Univ. de Sherbrooke, Sherbrooke, PQ, Canada J1K 2R1.

2. Professor, Dept. of Civil Engineering, Univ. de Sherbrooke, Sherbrooke, PQ, Canada J1K 2R1.

3. Design Engineer, Canadian National Railway, Bridges and Structures, 935, De La Gauchetière ouest, Montréal, PQ, Canada H3B 2M9.

4. Adjunct Professor, Dept. of Civil Engineering, Univ. de Sherbrooke, Sherbrooke, PQ, Canada J1K 2R1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282002%297%3A1%2831%29

Reference9 articles.

1. American Petroleum Institute (API). (1991). “Drilling fluid materials.” Specification 13A Section 4 14th Ed. Washington D.C.

2. Ballivy G. and Bouja A. (1992). “Problématique des injections de coulis de ciment [problematics of cement-based grout injections].” 2ème colloque sur la consolidation et la réfection des infrastructures par les techniques d’injection G. Ballivy ed. Sherbrooke Québec Canada (in French).

3. Hakansson U. (1992). “Rheological properties of microfine cement grouts.” Tunnelling and Underground Space Technology Exeter U.K. 7(4) 453–458.

4. Karol R. H. (1990). Chemical grouting Marcel Dekker New York.

5. Effects of antiwashout admixtures on fresh concrete properties.;Khayat K. H.;ACI Mater. J.,1995

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