Investigation of shear strength of sand–bentonite mixtures with boron additives at high temperature for energy geo-structures

Abstract

The soils surrounding energy geo-structures are exposed to high temperatures and temperature cycles.Changes in the engineering properties of soils should be investigated under thermal effects and soils that are highly durable against temperature changes are needed for thermo-active geo-structures. Generally, bentonite or sand-bentonite mixtures (SBMs) are preferred as natural barrier soil materials. Hence, the engineering properties of these natural soil materials against high temperatures should be improved. Boron, which has high thermal resistivity, reduces the heat expansion of materials, when added to soils may increase the durability of buffer materials at high temperatures. In the present study, the effects of tincal and ulexite additives were observed on the shear strength behaviour of SBMs at 80°C and room temperature. The general results showed that with the contribution of boron, the shear strength of the SBMs increased with increasing temperature. The effect was more pronounced for 20% SBMs at high temperature. Tincal and ulexite can be used to increase the shear strength of SBMs at high temperatures.

The Effects of Base-Only-Restrained and Both-Ends-Restrained Conditions on the Ultimate Bearing Capacity of Energy Piles Using Physical Modeling

“…Several researchers in recent years have presented various numerical and analytical models to analyze energy piles (Akbari Garakani et al, 2022;Alpaydin and Yukselen-Aksoy, 2023;Ghasemi-Fare, 2019, 2021). Some others have conducted field-scale studies (Faizal et al, 2018;Fang et al, 2020;Laloui and Sutman, 2021;Luo et al, 2018;Zhou et al, 2022).…”