Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shear Strength Behavior of Perlite Added Sand-Bentonite Mixtures Under Room Temperature and Thermal Cycles
The present study investigates the shear strength behavior of perlite added sand-bentonite mixtures under room temperature and thermal cycling. The increase in the number of energy structures causes interaction of soils with high temperature. Thermally durable soil material is needed around energy geo-structures. In this study, it was aimed to obtain a new buffer material to be used around energy structures by adding 10 and 20% perlite additive to 20% bentonite-80% sand mixtures (20B-80S). The direct shear tests were conducted under temperature cycling (8 hrs heating-16 hrs cooling). As a results of the compaction tests, it was seen that the perlite additive decreased the maximum dry unit weight (γdry-max) and increased the optimum water content (wopt). The test results showed that perlite additive reduced the shear strength of the mixture under thermal cycles but with 20% perlite additive reached higher strength than 10% perlite additive.
Shear Strength Behavior of Perlite Added Sand-Bentonite Mixtures Under Room Temperature and Thermal Cycles
The present study investigates the shear strength behavior of perlite added sand-bentonite mixtures under room temperature and thermal cycling. The increase in the number of energy structures causes interaction of soils with high temperature. Thermally durable soil material is needed around energy geo-structures. In this study, it was aimed to obtain a new buffer material to be used around energy structures by adding 10 and 20% perlite additive to 20% bentonite-80% sand mixtures (20B-80S). The direct shear tests were conducted under temperature cycling (8 hrs heating-16 hrs cooling). As a results of the compaction tests, it was seen that the perlite additive decreased the maximum dry unit weight (γdry-max) and increased the optimum water content (wopt). The test results showed that perlite additive reduced the shear strength of the mixture under thermal cycles but with 20% perlite additive reached higher strength than 10% perlite additive.
Shear Strength Behavior of Perlite Added Sand-Bentonite Mixtures Under Room Temperature and Thermal Cycles
Lecture Notes in Civil Engineering
Atalar, Cavit (Herausgeber:in) / Çinicioğlu, Feyza (Herausgeber:in) / Güneri, Esra (Autor:in) / Yukselen-Aksoy, Yeliz (Autor:in)
International Conference on New Developments in Soil Mechanics and Geotechnical Engineering ; 2022 ; Nicosia, Cyprus
5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering ; Kapitel: 22 ; 235-241
13.03.2023
7 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Strength Performance of Tincal and Perlite Added Zeolite-Bentonite Mixtures Under High Temperature
Springer Verlag | 2023
|Temperature Effect on the Shear Strength Behavior of Fiberglass Added Sand-Bentonite Mixtures
Springer Verlag | 2023
|Shear Strength and Volumetric Deformation Behavior of Fiberglass Added Sand–Bentonite Mixtures
Springer Verlag | 2024
|Influence of Thermal Cycles on the Volume Change of Ulexite Added Sand-Bentonite Mixtures
Springer Verlag | 2023
|Dynamic Undrained Shear Strength Behavior of Bentonite–Grouted Sand
Springer Verlag | 2019
|