Influence of Joint Thickness and Mortar-Block Elastic Properties on the Strength and Stresses Developed in Soil-Cement Block Masonry-Reference-Cited by-同舟云学术

Influence of Joint Thickness and Mortar-Block Elastic Properties on the Strength and Stresses Developed in Soil-Cement Block Masonry

Author:

Reddy B. V. Venkatarama¹²³,Lal Richardson¹²³,Rao K. S. Nanjunda¹²³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India (corresponding author).

2. Research Scholar, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India.

3. Principal Research Scientist, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference40 articles.

1. ANSYS 8.0 . (2005). ANSYS Inc. Canonsburg Pa.

2. ASTM. (2007). “Standard test method for compressive strength of masonry prisms.” C 1314-07 West Conshohocken Pa.

3. British Standards Institution. (1980). “British standard methods of testing mortars screeds and plasters.” BS 4551 London.

4. Bureau of Indian Standards. (1980). “Indian standard code of practice for specifications for sand for masonry mortars.” IS 2116 New Delhi India.

5. Bureau of Indian Standards. (1987). “Code of practice for structural use of unreinforced masonry (third revision).” IS 1905 New Delhi India.

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