Reinforcement Benefits of Nanomodified Coir Fiber in Lime-Treated Marine Clay-Reference-Cited by-同舟云学术

Reinforcement Benefits of Nanomodified Coir Fiber in Lime-Treated Marine Clay

Published:2016-06 Issue:6 Volume:28 Page:06016005
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Anggraini Vivi¹,Asadi Afshin²,Farzadnia Nima³,Jahangirian Hossein⁴,Huat Bujang B. K.⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 Serdang, Selangor Darul Ehsan, Malaysia (corresponding author).

2. Research Fellow, Housing Research Centre, Dept. of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 Serdang, Selangor Darul Ehsan, Malaysia.

3. Postdoctoral Fellow, Housing Research Centre, Dept. of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 Serdang, Selangor Darul Ehsan, Malaysia.

4. Research Scholar, Dept. of Chemical Engineering, 313 Snell Engineering Centre, Northeastern Univ., 360 Huntington Ave., Boston, MA 02115; formerly, Postdoctoral Fellow, Dept. of Chemical and Environmental Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 Serdang, Selangor Darul Ehsan, Malaysia.

5. Professor, Dept. of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 Serdang, Selangor Darul Ehsan, Malaysia.

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.1943-5533.0001516

Reference30 articles.

1. AASHTO. (2003). “Resilient modulus testing for pavement components.” T307-99 West Conshohocken PA.

2. Performance evaluation of silty sand reinforced with fibres

3. Effect of Coir Fibers on the Tensile and Flexural Strength of Soft Marine Clay

4. Relationship between the compressive and tensile strengths of lime-treated clay containing coconut fibres;Anggraini V.;Acta Geotechnica Slovenica,2015

5. ASTM. (1989). “Standard test method for tensile strength and Young’s Modulus for high-modulus single-filament materials.” ASTM D3379 West Conshohocken PA.

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