Behavior of a Fiber-Reinforced Bentonite at Large Shear Displacements

Author:

Toé Casagrande Michéle Dal123,Coop Matthew Richard123,Consoli Nilo Cesar123

Affiliation:

1. Associate Professor, Federal Univ. of Ceará, Brazil.

2. Reader, Imperial College, London.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference11 articles.

1. Andersland O. B. and Khattak A. S. (1979). “Shear strength of kaolinite/fiber soil mixture.” Proc. 1st Int. Conf. on Soil Reinforcement Vol. 1 Paris 11–16.

2. ASTM. (1993). “Standard classification of soils for engineering purposes.” ASTM D 2487-93 Philadelphia.

3. A New Ring Shear Apparatus and Its Application to the Measurement of Residual Strength

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

5. Plate Load Test on Fiber-Reinforced Soil

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