Improved mechanistic performance of natural rubber latex modified pavement concretes in sulfate environments

Author:

Yaowarat Teerasak12,Suddeepong Apichat2,Hoy Menglim132,Horpibulsuk Suksun1342ORCID,Buritatum Apinun12,Yeanyong Chakkrid2,Phunpeng Veena25,Arulrajah Arul6

Affiliation:

1. Program in Civil and Infrastructure Engineering, Suranaree University of Technology, Nakhon Ratchasima, Thailand

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

3. School of Civil Engineering, Suranaree University of Technology, Nakhon Ratchasima, Thailand

4. Academy of Science, The Royal Society of Thailand, Bangkok, Thailand

5. School of Mechanical Engineering, Suranaree University of Technology, Nakhon Ratchasima, Thailand

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

Funder

National Research council of Thailand

Rubber Authority of Thailand

Publisher

Informa UK Limited

Reference54 articles.

1. AASHTO, 2002. Standard method of test for flexural strength of concrete (using simple beam with third-point loading) AASHTO T 97. Washington, DC: American Association of State Highway and Transportation Officials.

2. Durability of metakaolin concrete to sulfate attack

3. Additive and alternative materials to cement for well plugging and abandonment: A state-of-the-art review

4. ASTM, 2009. Standard test method for length change of hydraulic-cement mortars exposed to a sulfate solution. West Conshohocken, PA: ASTM C1012.

5. ASTM, 2016. Standard practice for making and curing concrete test specimens in the laboratory. West Conshohocken, PA: ASTM C192.

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