Evaluation of Tensile Strength-Strain Characteristics of Fiber-Reinforced Soil through Laboratory Tests

Author:

Divya P. V.1,Viswanadham B. V. S.2,Gourc J. P.3

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, VIT Univ., Chennai, India; formerly, Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India.

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076 India (corresponding author).

3. Professor, Univ. of Joseph-Fourier, F-38041 Grenoble, Cedex 09, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference51 articles.

1. Stress–strain behaviour of two compacted clays in tension and compression

2. Al Wahab R. M. and El-Kedrah M. A. (1995). “Using fibers to reduce tension cracks and shrink/swell in a compacted clay.” Proc. Geoenvironment 2000 Geotechnical Special Publication No. 46 ASCE New York 791–805.

3. Experimental simulation of tensile behavior of lunar soil simulant JSC-1

4. Engineering Properties of Lunar Soil Simulant JSC-1A

5. Field Performance of Compacted Clay Liners

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