Fatigue Characterization of Lightly Cementitiously Stabilized Granular Base Materials Using Flexural Testing-Reference-Cited by-同舟云学术

Fatigue Characterization of Lightly Cementitiously Stabilized Granular Base Materials Using Flexural Testing

Published:2016-09 Issue:9 Volume:28 Page:04016086
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Gnanendran C. T.¹,Paul Dalim K.²

Affiliation:

1. Senior Lecturer, School of Engineering and Information Technology, Univ. of New South Wales at ADFA, Canberra, ACT 2600, Australia.

2. Postdoctoral Research Fellow, Dept. of Civil and Architectural Engineering, Qatar Univ., P.O. Box 2713, Doha, Qatar (corresponding author).

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.1943-5533.0001598

Reference71 articles.

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3. Modulus of rupture evaluation of cement stabilized recycled glass/recycled concrete aggregate blends

4. Reclaimed asphalt pavement and recycled concrete aggregate blends in pavement subbases: Laboratory and field evaluation;Arulrajah A.;J. Mater. Civ. Eng.,2013

5. AS (Australian Standard). (2002). “Methods of testing soils for engineering purposes—Soil classification tests—Determination of the cone liquid limit of a soil.” AS 1289.3.9.1 Sydney Australia.

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