Effects of Phase Change Materials on the Freeze–Thaw Performance of Expansive SoilSource: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007::page 04023206-1DOI: 10.1061/JMCEE7.MTENG-15205Publisher: ASCE
Abstract: Freeze–thaw cycles can deteriorate the expansive soil performance. Phase change materials (PCMs) absorb and store heavy latent heat from the environment, which can be utilized to mitigate freeze–thaw deteriorations in expansive soil. In this study, an environmentally friendly paraffin-based PCM was selected, which included two different forms: liquid (pPCM) and microcapsules (mPCM). The volume change, mechanical properties, thermal properties, and microstructure of the improved soil were studied. These results showed that PCMs can release considerable thermal energy during phase transitions, which improves the thermal stability of the soil. The pPCM enhanced the plasticity of soil and prevented brittle failure; mPCM reduced the damage to the soil microstructure caused by freeze–thaw cycles. Macroscopically, it weakened the swell–shrink behavior and limited the degradation of the resilient modulus, unconfined compressive strength, and failure strain of expansive soil. The optimal PCM content was determined based on the mechanical and thermal properties of the improved soil. This study provides a new idea for the engineering treatment of expansive soil in cold regions.
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contributor author | Yong Chen | |
contributor author | Yinghao Huang | |
contributor author | Shuo Wang | |
contributor author | Yanhu Mu | |
date accessioned | 2023-11-27T23:43:41Z | |
date available | 2023-11-27T23:43:41Z | |
date issued | 4/29/2023 12:00:00 AM | |
date issued | 2023-04-29 | |
identifier other | JMCEE7.MTENG-15205.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4293794 | |
description abstract | Freeze–thaw cycles can deteriorate the expansive soil performance. Phase change materials (PCMs) absorb and store heavy latent heat from the environment, which can be utilized to mitigate freeze–thaw deteriorations in expansive soil. In this study, an environmentally friendly paraffin-based PCM was selected, which included two different forms: liquid (pPCM) and microcapsules (mPCM). The volume change, mechanical properties, thermal properties, and microstructure of the improved soil were studied. These results showed that PCMs can release considerable thermal energy during phase transitions, which improves the thermal stability of the soil. The pPCM enhanced the plasticity of soil and prevented brittle failure; mPCM reduced the damage to the soil microstructure caused by freeze–thaw cycles. Macroscopically, it weakened the swell–shrink behavior and limited the degradation of the resilient modulus, unconfined compressive strength, and failure strain of expansive soil. The optimal PCM content was determined based on the mechanical and thermal properties of the improved soil. This study provides a new idea for the engineering treatment of expansive soil in cold regions. | |
publisher | ASCE | |
title | Effects of Phase Change Materials on the Freeze–Thaw Performance of Expansive Soil | |
type | Journal Article | |
journal volume | 35 | |
journal issue | 7 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-15205 | |
journal fristpage | 04023206-1 | |
journal lastpage | 04023206-14 | |
page | 14 | |
tree | Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007 | |
contenttype | Fulltext |