Detailed Experimental Review of Flexural Behavior of Cement Stabilized Soil Block Masonry-Reference-Cited by-同舟云学术

Detailed Experimental Review of Flexural Behavior of Cement Stabilized Soil Block Masonry

Published:2016-06 Issue:6 Volume:28 Page:06016004
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Tennant Adam G.¹,Foster Craig D.²,Reddy B. V. Venkatarama³

Affiliation:

1. Dept. of Civil and Materials Engineering (M/C 246), Univ. of Illinois at Chicago, Engineering Research Facility, 842 W. Taylor St., Chicago, IL 60607-7023 (corresponding author).

2. Associate Professor, Dept. of Civil and Materials Engineering (M/C 246), Univ. of Illinois at Chicago, Engineering Research Facility, 842 W. Taylor St., Chicago, IL 60607-7023.

3. Professor, 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001548

Reference15 articles.

1. Adam E. and Agib A. (2001). “Compressed stabilised earth block manufacture in Sudan.” Graphoprint for UNESCO Paris.

2. ASTM. (2014a). “Standard test method for compressive strength of masonry prisms.” ASTM C1314 West Conshohocken PA.

3. ASTM. (2014b). “Standard test methods for sampling and testing brick and structural clay tile.” ASTM C67 West Conshohocken PA.

4. Out-of-plane behavior of one-way spanning unreinforced masonry walls;Derakhshan H.;J. Eng. Mech.,2011

5. Some engineering properties of stabilized clayey soils incorporating natural pozzolans and industrial wastes

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