Shear Strength Behavior of Fiber-Reinforced Sand Considering Triaxial Tests under Distinct Stress Paths-Reference-Cited by-同舟云学术

Shear Strength Behavior of Fiber-Reinforced Sand Considering Triaxial Tests under Distinct Stress Paths

Published:2007-11 Issue:11 Volume:133 Page:1466-1469
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Consoli Nilo Cesar¹²³⁴,Heineck Karla Salvagni¹²³⁴,Casagrande Michele Dal Toé¹²³⁴,Coop Matthew Richard¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, 3. Andar, CEP 90035-190 Porto Alegre, Rio Grande do Sul, Brazil (corresponding author). E-mail: consoli@ufrgs.br

2. Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, 3. Andar, CEP 90035-190 Porto Alegre, Rio Grande do Sul, Brazil.

3. Associate Professor, Dept. of Transportation, Federal Univ. of Ceará, Campus Universitário do Pici, Bloco 710, CEP 60455-760 Fortaleza, Ceará, Brazil.

4. Professor, Dept. of Civil Engineering, Imperial College, Univ. of London, London, SW7 2AZ, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282007%29133%3A11%281466%29

Reference19 articles.

1. A hydraulic triaxial apparatus for controlled stress path testing

2. A simple axial displacement gauge for use in the triaxial apparatus

3. Casagrande M. D. T. (2005). “Behavior of fiber-reinforced soils under large shear strains.” Ph.D. thesis Federal University of Rio Grande do Sul Porto Alegre Brazil (in Portuguese).

4. Behavior of a Fiber-Reinforced Bentonite at Large Shear Displacements

5. Effect of Fiber Reinforcement on the Isotropic Compression Behavior of a Sand

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