Evaluation of Compressive Strength and Thermal Conductivity of Sand Stabilized with Epoxy Emulsion and Polymer Solution

This paper presents findings obtained by evaluating the compressive strength, thermal conductivity, and durability of sand cylinder specimens stabilized with either epoxy emulsion (EM), acrylic polymer aqueous solution (APAS), EM-APAS mixture, or EM-APAS-lime mixture. Given the data obtained from th...

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Main Authors: Sung-Sik Park, Jun-Woo Park, Keun-Byoung Yoon, Il Seouk Park, Seung-Wook Woo, Dong-Eun Lee
Format: Article
Language:English
Published: MDPI AG 2022-05-01
Series:Polymers
Subjects:
Online Access:https://www.mdpi.com/2073-4360/14/10/1964
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author Sung-Sik Park
Jun-Woo Park
Keun-Byoung Yoon
Il Seouk Park
Seung-Wook Woo
Dong-Eun Lee
author_facet Sung-Sik Park
Jun-Woo Park
Keun-Byoung Yoon
Il Seouk Park
Seung-Wook Woo
Dong-Eun Lee
author_sort Sung-Sik Park
collection DOAJ
description This paper presents findings obtained by evaluating the compressive strength, thermal conductivity, and durability of sand cylinder specimens stabilized with either epoxy emulsion (EM), acrylic polymer aqueous solution (APAS), EM-APAS mixture, or EM-APAS-lime mixture. Given the data obtained from the laboratory test, simulation analysis that uses a heat transfer fluid model of a ground-coupled heat pump (GCHP) system confirms the EM-APAS-lime binder performs best in the compressive strength and thermal conductivity; EM-APAS mixture performs best in the durability. However, the slake durability index of specimens containing EM-APAS-lime is equal to or greater than 80%. In addition, the compressive strength of sand stabilized with the EM-APAS-lime mixture is more than three times that of sand stabilized with cement. The thermal conductivity of sand stabilized with cement and that of sand treated with EM-APAS-lime mixture are 0.1 W/m·K and 0.9–1 W/m·K, respectively. It is confirmed that the heat collection of sand stabilized with EM-APAS-lime outperforms five times over that of sand stabilized with cement. These findings provide admissible evidence that the EM-APAS-lime mixture, which outperforms cement in compressive strength and thermal conductivity, is most suitable for ground improvement binder for GCHP systems.
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spelling doaj.art-9cde35f237584301a17041fc5a68e67d2023-11-23T12:45:02ZengMDPI AGPolymers2073-43602022-05-011410196410.3390/polym14101964Evaluation of Compressive Strength and Thermal Conductivity of Sand Stabilized with Epoxy Emulsion and Polymer SolutionSung-Sik Park0Jun-Woo Park1Keun-Byoung Yoon2Il Seouk Park3Seung-Wook Woo4Dong-Eun Lee5Department of Civil Engineering, Kyungpook National University, 80 Daehakro, Bukgu, Daegu 41566, KoreaDaegu Urban Corporation, 73 Chimsanro, Bukgu, Daegu 41594, KoreaDepartment of Polymer Science and Engineering, Kyungpook National University, 80 Daehakro, Bukgu, Daegu 41566, KoreaDepartment of Mechanical Engineering, Kyungpook National University, 80 Daehakro, Bukgu, Daegu 41566, KoreaDepartment of Civil Engineering, Kyungpook National University, 80 Daehakro, Bukgu, Daegu 41566, KoreaDepartment of Architecture, Civil, Environment and Energy Engineering, Kyungpook National University, 80 Daehakro, Bukgu, Daegu 41566, KoreaThis paper presents findings obtained by evaluating the compressive strength, thermal conductivity, and durability of sand cylinder specimens stabilized with either epoxy emulsion (EM), acrylic polymer aqueous solution (APAS), EM-APAS mixture, or EM-APAS-lime mixture. Given the data obtained from the laboratory test, simulation analysis that uses a heat transfer fluid model of a ground-coupled heat pump (GCHP) system confirms the EM-APAS-lime binder performs best in the compressive strength and thermal conductivity; EM-APAS mixture performs best in the durability. However, the slake durability index of specimens containing EM-APAS-lime is equal to or greater than 80%. In addition, the compressive strength of sand stabilized with the EM-APAS-lime mixture is more than three times that of sand stabilized with cement. The thermal conductivity of sand stabilized with cement and that of sand treated with EM-APAS-lime mixture are 0.1 W/m·K and 0.9–1 W/m·K, respectively. It is confirmed that the heat collection of sand stabilized with EM-APAS-lime outperforms five times over that of sand stabilized with cement. These findings provide admissible evidence that the EM-APAS-lime mixture, which outperforms cement in compressive strength and thermal conductivity, is most suitable for ground improvement binder for GCHP systems.https://www.mdpi.com/2073-4360/14/10/1964sand stabilizationepoxy emulsionacrylic polymerground-coupled heat pumpcompressive strengththermal conductivity
spellingShingle Sung-Sik Park
Jun-Woo Park
Keun-Byoung Yoon
Il Seouk Park
Seung-Wook Woo
Dong-Eun Lee
Evaluation of Compressive Strength and Thermal Conductivity of Sand Stabilized with Epoxy Emulsion and Polymer Solution
Polymers
sand stabilization
epoxy emulsion
acrylic polymer
ground-coupled heat pump
compressive strength
thermal conductivity
title Evaluation of Compressive Strength and Thermal Conductivity of Sand Stabilized with Epoxy Emulsion and Polymer Solution
title_full Evaluation of Compressive Strength and Thermal Conductivity of Sand Stabilized with Epoxy Emulsion and Polymer Solution
title_fullStr Evaluation of Compressive Strength and Thermal Conductivity of Sand Stabilized with Epoxy Emulsion and Polymer Solution
title_full_unstemmed Evaluation of Compressive Strength and Thermal Conductivity of Sand Stabilized with Epoxy Emulsion and Polymer Solution
title_short Evaluation of Compressive Strength and Thermal Conductivity of Sand Stabilized with Epoxy Emulsion and Polymer Solution
title_sort evaluation of compressive strength and thermal conductivity of sand stabilized with epoxy emulsion and polymer solution
topic sand stabilization
epoxy emulsion
acrylic polymer
ground-coupled heat pump
compressive strength
thermal conductivity
url https://www.mdpi.com/2073-4360/14/10/1964
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