Strength prediction of cement-stabilised reclaimed asphalt pavement and lateritic soil blends-Reference-Cited by-同舟云学术

Strength prediction of cement-stabilised reclaimed asphalt pavement and lateritic soil blends

Published:2017-03-14 Issue:3 Volume:20 Page:332-338
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Suebsuk Jirayut¹,Horpibulsuk Suksun²,Suksan Aniroot¹,Suksiripattanapong Cherdsak¹,Phoo-ngernkham Tanakorn¹,Arulrajah Arul³^ORCID

Affiliation:

1. Department of Civil Engineering, Research Center for Advances in Civil Engineering and Construction Materials, Rajamangala University of Technology Isan , Nakhon Ratchasima, Thailand

2. School of Civil Engineering, Center of Excellence in Innovation for Sustainable Infrastructure Development, Suranaree University of Technology , Nakhon Ratchasima, Thailand

3. Department of Civil and Construction Engineering, Swinburne University of Technology , Melbourne, Australia

Funder

Thailand Research Fund

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2017.1293265

Reference35 articles.

1. Geotechnical and Geoenvironmental Properties of Recycled Construction and Demolition Materials in Pavement Subbase Applications

2. Physical properties and shear strength responses of recycled construction and demolition materials in unbound pavement base/subbase applications

3. Reclaimed Asphalt Pavement and Recycled Concrete Aggregate Blends in Pavement Subbases: Laboratory and Field Evaluation

4. ASTM , 2009. Standard test method for unconfined compressive strength of compacted soil-lime mixtures . West Conshohocken, PA: American Society for Testing and Materials, ASTM D5102-09.

5. ASTM , 2010. Standard test methods for liquid limit, plastic limit, and plasticity index of soils . West Conshohocken, PA: American Society for Testing and Materials, ASTM D4318-10e1.

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