Deep Soil Mix Application in High Temperature Environment
Kirill Bobko, Sachin Patel
Dans les comptes rendus d’articles de la conférence: GeoSaskatoon 2023: 76th Canadian Geotechnical ConferenceSession: Ground Improvement
ABSTRACT: The application of Deep Soil Mixing (DSM) was studied as a method of ground improvement for the foundation of a near-shore embankment and seepage control berm that is subjected to a high temperature environment up to 140ᵒC. The effect of binder factor in Deep Soil Mix design was studied with binders including Type G oil well cement, a blend of fly ash and Portland cement, and a blend of ground granulated blast furnace slag (GBFS) and Portland cement. Total of 83 unconfined compressive strength (UCS) tests were performed after curing specimens at temperatures of 30°C, 50°C, 90°C and 140°C. The study focuses on evaluating the mechanical properties of the resulting soil-cement mixtures.
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Bobko, Kirill, Patel, Sachin (2023) Deep Soil Mix Application in High Temperature Environment in GEO2023. Ottawa, Ontario: Canadian Geotechnical Society.
@inproceedings{Bobko_GEO2023_125,
author = {{Bobko, Kirill}, {Patel, Sachin}}
title = {Deep Soil Mix Application in High Temperature Environment }
booktitle = {Proceedings of the 76th Canadian Geotechnical Conference}
year = {2023}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
title = {Deep Soil Mix Application in High Temperature Environment }
booktitle = {Proceedings of the 76th Canadian Geotechnical Conference}
year = {2023}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }