Effect of Fiber Inclusions on Flexural Strength of Soils Treated with Nontraditional Additives-Reference-Cited by-同舟云学术

Effect of Fiber Inclusions on Flexural Strength of Soils Treated with Nontraditional Additives

Published:2014-08 Issue:8 Volume:26 Page:04014039
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Onyejekwe Site¹,Ghataora Gurmel S.²

Affiliation:

1. Road Sector Development Team, Federal Ministry of Works, Abuja, Nigeria; formerly, Research Student, School of Civil Engineering, Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, U.K. (corresponding author).

2. Senior Lecturer, School of Civil Engineering, Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, U.K.

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.1943-5533.0000922

Reference46 articles.

1. AASHTO. (2010). “Standard method of test for moisture-density relations of soils using a 4.54-kg (10-lb) rammer and a 457-mm (18-in.) drop.” T 180-10 Washington DC.

2. Fiber-reinforced earth blocks;Akinmusuru J. O.;J. Constr. Div.,1981

3. Behavior of granular soils reinforced with discrete randomly oriented inclusions

4. Andersland O. B. and Khattak A. S. (1979). “Shear strength of kaolinite/fibre soil mixtures.” Proc. Int. Conf. on Soil Reinforcement: Reinforcement Earth and Other Techniques Vol. 1 Association amicable des ingenieurs anciens eleves de l’Ecole nationale des ponts et chausses Paris 11–16.

5. ASTM. (1996). “Standard practice for making and curing soil-cement compression and flexure test specimens in the laboratory.” D1632-96 West Conshohocken PA.

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