Fly ash based geopolymer stabilisation of silty clay/blast furnace slag for subgrade applications-Reference-Cited by-同舟云学术

Fly ash based geopolymer stabilisation of silty clay/blast furnace slag for subgrade applications

Published:2019-05-30 Issue:2 Volume:22 Page:357-371
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Sukprasert Sart¹,Hoy Menglim¹²,Horpibulsuk Suksun¹²³,Arulrajah Arul⁴^ORCID,Rashid Ahmad Safuan A.³⁵,Nazir Ramli³⁵

Affiliation:

1. School of Civil 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, Faculty of Engineering, Universiti Teknologi Malaysia, Johor, Malaysia

4. Department of Civil and Construction Engineering, Swinburne University of Technology, Hawthorn, Victoria, Australia

5. Centre of Tropical Geoengineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor, Malaysia

Funder

Suranaree University of Technology

Thailand Research Fund

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2019.1621190

Reference45 articles.

1. Evaluation of steel slag coarse aggregate in hot mix asphalt concrete

2. Impact of curing on behaviour of basaltic expansive clay

3. Stabilization of Recycled Demolition Aggregates by Geopolymers comprising Calcium Carbide Residue, Fly Ash and Slag precursors

4. ASTM-D1557-12. (2012). Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-1bf/ft3 (2,700 kN/m3). West Conshohocken, PA: ASTM International.

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