A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Utilization of Nanosilica and Hydrated Lime to Improve the Unconfined Compressive Strength (UCS) of Gas Oil Contaminated Clay
https://orcid.org/0000-0002-7019-4846
Utilization of Nanosilica and Hydrated Lime to Improve the Unconfined Compressive Strength (UCS) of Gas Oil Contaminated Clay
https://orcid.org/0000-0002-7019-4846
Utilization of Nanosilica and Hydrated Lime to Improve the Unconfined Compressive Strength (UCS) of Gas Oil Contaminated Clay
https://orcid.org/0000-0002-7019-4846
Utilization of Nanosilica and Hydrated Lime to Improve the Unconfined Compressive Strength (UCS) of Gas Oil Contaminated Clay
Geotech Geol Eng
Sobhani Nezhad, Reza (author) / Nasehi, Sayed Alireza (author) / Uromeihy, Ali (author) / Nikudel, Mohammad Reza (author)
Geotechnical and Geological Engineering ; 39 ; 2633-2651
2021-03-01
Article (Journal)
Electronic Resource
English
Unconfined Compressive Strength of Mixture of Phosphogypsum-Fly Ash-Lime-Clay
| Springer Verlag | 2010
Indoor Experimental Research on the Unconfined Compressive Strength of Lime Improving Expansive Clay
| British Library Conference Proceedings | 2011
Prediction of unconfined compressive strength of lime treated soils
| Taylor & Francis Verlag | 2024