Geotechnical and Geological Engineering, Год журнала: 2024, Номер unknown
Опубликована: Окт. 3, 2024
Язык: Английский
Geotechnical and Geological Engineering, Год журнала: 2024, Номер unknown
Опубликована: Окт. 3, 2024
Язык: Английский
Journal of Cleaner Production, Год журнала: 2022, Номер 371, С. 133492 - 133492
Опубликована: Авг. 10, 2022
Язык: Английский
Процитировано
93Clean Technologies and Environmental Policy, Год журнала: 2022, Номер 24(9), С. 2719 - 2738
Опубликована: Июнь 25, 2022
Язык: Английский
Процитировано
51Road Materials and Pavement Design, Год журнала: 2022, Номер 24(7), С. 1869 - 1883
Опубликована: Июнь 29, 2022
This article presents a comprehensive study on the efficacy of xanthan gum (XG) biopolymer as green construction material in treating problematic expansive subgrade. The soil was treated with various concentrations XG (0, 0.5, 1.0, 1.5, 2.0, and 5.0%) considering long-term aging period 4, 7, 14, 28, 60 365 days). results showed reduction plasticity at higher increase content. At 1.5% content unconfined compressive strength, elastic modulus, resilient unsoaked soaked CBR values were notably increased by 5–10 orders magnitude regarded optimum. Meanwhile, microstructural studies coupled elemental analysis highlight bridging particles stiff XG-hydrogel formation that contributes to strength development. Overall, XG-treatment exhibits an economical sustainable solution for treatment
Язык: Английский
Процитировано
51Environmental Earth Sciences, Год журнала: 2023, Номер 82(3)
Опубликована: Фев. 1, 2023
Язык: Английский
Процитировано
36Environmental Science and Pollution Research, Год журнала: 2023, Номер 30(14), С. 39783 - 39802
Опубликована: Янв. 5, 2023
Язык: Английский
Процитировано
32Clean Technologies and Environmental Policy, Год журнала: 2023, Номер 25(5), С. 1699 - 1719
Опубликована: Янв. 31, 2023
Язык: Английский
Процитировано
31Environmental Earth Sciences, Год журнала: 2023, Номер 82(21)
Опубликована: Окт. 10, 2023
Язык: Английский
Процитировано
19Scientific Reports, Год журнала: 2024, Номер 14(1)
Опубликована: Март 26, 2024
Abstract This study comprehensively explores the compaction and compressibility characteristics of snail shell ash (SSA) ground-granulated blast-furnace slag (GBFS) in stabilizing local bentonite for landfill baseliner applications. The untreated soil, with a liquid limit 65%, plastic 35%, plasticity index 30%, exhibited optimal at moisture content 32% maximum dry density 1423 kg/m 3 . SSA revealed dominant presence 91.551 wt% CaO, while GBFS contained substantial 53.023 SiO 2 Treated samples 20% 5% highest (1561 ) (13%), surpassing other mixtures. 15% SSA-treated sample demonstrated superior strength enhancement, reaching an unconfined compressive 272.61 kPa over 28 days, 10% GBFS-treated achieved 229.95 kPa. combination shear (49 kPa) elastic modulus (142 MPa), showcasing robust mechanical properties. Additionally, displayed favourable hydraulic conductivity (5.57 × 10 –8 cm/s), outperforming Notably, permeability test, critical aspect study, was meticulously conducted triplicate, ensuring reliability reproducibility reported values. showed reduced compared to control exhibiting more consistent response applied pressures. Scanning Electron Microscopy analysis composition changes mixture, suggesting its potential as effective base liner systems. In conclusion, properties conductivity, presenting promising choice
Язык: Английский
Процитировано
7Bulletin of Engineering Geology and the Environment, Год журнала: 2023, Номер 82(6)
Опубликована: Май 20, 2023
Язык: Английский
Процитировано
15Construction and Building Materials, Год журнала: 2023, Номер 383, С. 131334 - 131334
Опубликована: Апрель 15, 2023
Язык: Английский
Процитировано
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