Sustainable use of laterite replaced with bottom ash as road construction materials-Reference-Cited by-同舟云学术

Sustainable use of laterite replaced with bottom ash as road construction materials

Published:2024-08-21 Issue:1 Volume:17 Page:1-18
ISSN:1939-7038
Container-title:International Journal of Sustainable Engineering
language:en
Short-container-title:International Journal of Sustainable Engineering

Author:

Rochanavibhata Uthairith¹,Lhajai Sakda¹,Jongpradist Pornkasem²,Makaratat Nattapong³,Jing Guoqing⁴,Jamsawang Pitthaya⁵

Affiliation:

1. Department of Civil Engineering, King Mongkut’s University of Technology North Bangkok, Bangkok, Thailand

2. Construction Innovations and Future Infrastructures Research Center, Department of Civil Engineering, Faculty of Engineering, King Mongkut’s University of Technology Thonburi, Bangkok, Thailand

3. Department of Civil and Environmental Engineering Technology, College of Industrial Technology, King Mongkut’s University of Technology North Bangkok, Bangkok, Thailand

4. School of Civil Engineering, Beijing Jiaotong University, Beijing, China

5. Soil Engineering Research Center, Department of Civil Engineering, King Mongkut’s University of Technology North Bangkok, Bangkok, Thailand

Funder

National Science, Research and Innovation Fund (NSRF) and King Mongkut’s University of Technology North Bangkok

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19397038.2024.2394547

Reference39 articles.

1. AASHTO T193. 2022. Standard Method of Test for the California Bearing Ratio. Washington: AASHTO.

2. The Engineering Behind Soil Stabilization with Additives: A State-of-the-Art Review

3. ASTM D1883-21. 2021. Standard Test Method for California Bearing Ratio (CBR) of Laboratory-Compacted Soils. West Conshohocken, PA, USA: ASTM Int.

4. ASTM D2166/D2166M-16. 2016. Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. West Conshohocken, PA, USA: ASTM Int.

5. ASTM D3967-23. 2023. Standard Test Method for Splitting Tensile Strength of Intact Rock Core Specimens with Flat Loading Platens. West Conshohocken, PA, USA: ASTM Int.