Utilisation of steel slag as a granular column to enhance the lateral load capacity of soil
Author:
Affiliation:
1. Department of Civil Engineering, Najafabad Branch, Islamic Azad University, Najafabad, Iran
2. Department of Civil Engineering, University of Isfahan, Isfahan, Iran
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2021.1940315
Reference51 articles.
1. Strength of soil reinforced with fiber materials (Papyrus)
2. Behavior of Geotextile-Encased Granular Columns Supporting Test Embankment on Soft Deposit
3. Behaviour of geosynthetic-encased granular columns in porous collapsible soil
4. Behavior of Expansive Soil Treated with Steel Slag, Rice Husk Ash, and Lime
5. Balaam, N.P., 1978. Load- settlement behaviour of granular piles. Ph.D. thesis. University of Sydney.
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