Unconfined Compression Strength of Reinforced Clays with Carpet Waste Fibers-Reference-Cited by-同舟云学术

Unconfined Compression Strength of Reinforced Clays with Carpet Waste Fibers

Published:2013-03 Issue:3 Volume:139 Page:483-493
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mirzababaei M.¹,Miraftab M.²,Mohamed M.³,McMahon P.⁴

Affiliation:

1. Ph.D. Candidate, Institute for Materials Research and Innovation, Univ. of Bolton, Bolton BL3 5AB, U.K. (corresponding author).

2. Reader, Institute for Materials Research and Innovation, Univ. of Bolton, Bolton BL3 5AB, U.K.

3. Senior Lecturer, School of Engineering, Design and Technology, Univ. of Bradford, Bradford BD7 1DP, U.K.

4. Senior Lecturer, School of Built Environment and Engineering, Univ. of Bolton, Bolton BL3 5AB, U.K.

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%29GT.1943-5606.0000792

Reference17 articles.

1. British Standards Institution (1990a). “Soils for civil engineering purposes. Part 4: Compaction related tests.” BSI1377-4 London.

2. British Standards Institution (1990b). “Soils for civil engineering purposes. Part 7: Determination of unconfined compression strength.” BSI1377-7 London.

3. Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil

4. Freitag D. R. (1986). “Soil randomly reinforced with fibres.” J. Geotech. Engrg . 112(8) 823–826.

5. Kirsch K. and Kirsch F. (2010). Ground improvement by deep vibratory methods Spon Press New York.

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