Development and Performance Evaluation of Interlocking-Block Masonry
Author:
Affiliation:
1. Res. Scholar, Build. Technol. and Constr. Mgmt. Div., Dept of Civ. Engrg., Indian Inst. of Technology Madras, India.
2. Asst. Prof., Dept. of Civ. Engrg., Indian Inst. of Technology Madras, Chennai-600 036, India.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291076-0431%282000%296%3A2%2845%29
Reference14 articles.
1. Anand K. B. and Ramamurthy K. (1999). “Techniques for accelerating masonry construction.” Int. J. Housing Sci. and its Applications 23(4) (in press).
2. Drysdale R. G. and Gazzola E. A. (1991). “Strength and deformation properties of a grouted dry-stacked interlocking concrete block system.” Proc. 9th Int. Brick/Block Masonry Conf . Deutsche Gesellschaft fur Mauerwerksbau e.V. Berlin 164–171.
3. Drysdale R. G. and Hamid A. A. (1983). “Capacity of concrete block masonry prisms under eccentric compressive loading.” ACI J . 80(11) 102–108.
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