Effects of Calcium Nitrate on Thermal Hysteresis and Corresponding Freezing Characteristics of Silty Sand MixturesSource: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 009::page 04023277-1DOI: 10.1061/JMCEE7.MTENG-15145Publisher: ASCE
Abstract: This research paper presents the results and analysis obtained via the evaluation of calcium nitrate as an effective stabilizer to alter the thermal properties as well as improve the compressive strength of frost-susceptible soil. Two silty sand soils with 15% and 25% fines content that are categorized as high to very high frost-susceptible soil were considered and treated with varying dosages of calcium nitrate contents (1.5%, 3.0%, 4.5%, 10%, 15%, and 20% of soil weight). The thermal properties, including thermal hysteresis, thermal conductivity, specific heat capacity, freezing point depression, and phase changes (freezing and thawing point) were determined for the untreated and treated soil samples. It was observed that the treated samples’ thermal properties were significantly altered with respect to untreated soils. The effects of fines content on the thermal properties were evaluated using a stabilizer–silt content ratio. The threshold calcium nitrate dosage content was established, and a new correlation was established to evaluate the freezing point and thawing point. The unconfined compressive strength (UCS) tests performed on the treated soils depicted a significant increase in compressive strength compared to the untreated soil. Further analysis showed that fines content has a significant role to play on the compressive strength of treated silty sand. A qualitative analysis performed on images from a scanning electron microscope (SEM) showed that increasing the calcium nitrate dosage reduced the pore size and improved the cementation between the sand and silt grains.
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contributor author | Rashed Rahman | |
contributor author | Tejo V. Bheemasetti | |
date accessioned | 2023-11-27T23:42:05Z | |
date available | 2023-11-27T23:42:05Z | |
date issued | 6/17/2023 12:00:00 AM | |
date issued | 2023-06-17 | |
identifier other | JMCEE7.MTENG-15145.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4293782 | |
description abstract | This research paper presents the results and analysis obtained via the evaluation of calcium nitrate as an effective stabilizer to alter the thermal properties as well as improve the compressive strength of frost-susceptible soil. Two silty sand soils with 15% and 25% fines content that are categorized as high to very high frost-susceptible soil were considered and treated with varying dosages of calcium nitrate contents (1.5%, 3.0%, 4.5%, 10%, 15%, and 20% of soil weight). The thermal properties, including thermal hysteresis, thermal conductivity, specific heat capacity, freezing point depression, and phase changes (freezing and thawing point) were determined for the untreated and treated soil samples. It was observed that the treated samples’ thermal properties were significantly altered with respect to untreated soils. The effects of fines content on the thermal properties were evaluated using a stabilizer–silt content ratio. The threshold calcium nitrate dosage content was established, and a new correlation was established to evaluate the freezing point and thawing point. The unconfined compressive strength (UCS) tests performed on the treated soils depicted a significant increase in compressive strength compared to the untreated soil. Further analysis showed that fines content has a significant role to play on the compressive strength of treated silty sand. A qualitative analysis performed on images from a scanning electron microscope (SEM) showed that increasing the calcium nitrate dosage reduced the pore size and improved the cementation between the sand and silt grains. | |
publisher | ASCE | |
title | Effects of Calcium Nitrate on Thermal Hysteresis and Corresponding Freezing Characteristics of Silty Sand Mixtures | |
type | Journal Article | |
journal volume | 35 | |
journal issue | 9 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-15145 | |
journal fristpage | 04023277-1 | |
journal lastpage | 04023277-9 | |
page | 9 | |
tree | Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 009 | |
contenttype | Fulltext |