Recycled Concrete Aggregates in Roadways: Laboratory Examination of Self-Cementing Characteristics-Reference-Cited by-同舟云学术

Recycled Concrete Aggregates in Roadways: Laboratory Examination of Self-Cementing Characteristics

Published:2015-10 Issue:10 Volume:27 Page:04014270
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Jitsangiam Peerapong¹,Boonserm Kornkanok²,Phenrat Tanapon³,Chummuneerat Suphat⁴,Chindaprasirt Prinya⁵,Nikraz Hamid⁶

Affiliation:

1. Senior Lecturer, Dept. of Civil Engineering, Curtin Univ., Kent St., Bentley, Perth, WA 6102, Australia; mailing address: P.O. Box U1987, Perth, WA 6845, Australia (corresponding author).

2. Faculty of Science and Liberal Arts, Dept. of Applied Chemistry, Rajamangala Univ. of Technology Isan, Nakhon Ratchasima 30000, Thailand.

3. Faculty of Engineering, Research Unit for Integrated Natural Resources Remediation and Reclamation (IN3 R), Dept. of Civil Engineering, Naresuan Univ., Phitsanulok 65000, Thailand; and Faculty of Engineering, Center of Excellence for Sustainability of Health, Environment, and Industry (SHEI), Naresuan Univ., Phitsanulok 65000, Thailand.

4. Postdoctoral Research Associate, Dept. of Civil Engineering, Curtin Univ., Kent St., Bentley, Perth, WA 6102, Australia.

5. Faculty of Engineering, Dept. of Civil Engineering, Sustainable Infrastructure Research and Development Center, Khon Kaen Univ., Khon Kaen 40002, Thailand.

6. Professor, Dept. of Civil Engineering, Curtin Univ., Kent St., Bentley, Perth, WA 6102, Australia.

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.1943-5533.0001245

Reference39 articles.

1. AASHTO. (2005). “Standard method of test for determining the resilient modulus of soils and aggregate materials.” T 307-99 Washington DC.

2. Geotechnical Properties of Recycled Concrete Aggregate in Pavement Sub-Base Applications

3. Resilient Moduli Response of Recycled Construction and Demolition Materials in Pavement Subbase Applications

4. ASTM. (1995). “Standard test method for indirect tension test for resilient modulus of bituminous mixtures.” D4123-82 West Conshohocken PA.

5. Austroads. (2007). “Determination of permanent deformation and resilient modulus characteristics of unbound granular materials under drained conditions.” AG: PT/T053 Sydney NSW Australia.

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