Parameters Controlling Tensile and Compressive Strength of Fiber-Reinforced Cemented Soil-Reference-Cited by-同舟云学术

Parameters Controlling Tensile and Compressive Strength of Fiber-Reinforced Cemented Soil

Published:2013-10 Issue:10 Volume:25 Page:1568-1573
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Consoli Nilo Cesar¹,de Moraes Rafael Rizzati²,Festugato Lucas³

Affiliation:

1. Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil (corresponding author).

2. Research Assistant, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil.

3. Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil.

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.1943-5533.0000555

Reference25 articles.

1. ASTM. (2009). “Standard specification for portland cement.” ASTM C150-09 Philadelphia.

2. Brazilian Standard Association. (1980). “Mortar and concrete—Test method for compressive strength of cylindrical specimens.” NBR 5739 Rio de Janeiro Brazil (in Portuguese).

3. Brazilian Standard Association. (1983). “Mortar and concrete—Test method for splitting tensile strength of cylindrical specimens.” NBR 7222 Rio de Janeiro Brazil (in Portuguese).

4. A low cost method of assessing clay desiccation for low-rise buildings;Chandler R. J.;Proc. Inst. Civ. Eng.,1992

5. Effect of Particle Contact Bond on Shear Modulus

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