Temperature Field Variation Law of Low Exothermic Polymer Grouting Material in Repairing Void Damage of Frozen Soil Subgrade

In this study, the self-developed grouting mold was used to study the heat release characteristics of different density polymer grouting material under different temperature conditions. The spatial distribution characteristics of the frozen soil subgrade temperature field under the effect of polymer...

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Main Authors: Bei Zhang, Baolin Wang, Yanhui Zhong, Shuangjie Wang, Xiaolong Li, Shilun Wang
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2021/6670515
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author Bei Zhang
Baolin Wang
Yanhui Zhong
Shuangjie Wang
Xiaolong Li
Shilun Wang
author_facet Bei Zhang
Baolin Wang
Yanhui Zhong
Shuangjie Wang
Xiaolong Li
Shilun Wang
author_sort Bei Zhang
collection DOAJ
description In this study, the self-developed grouting mold was used to study the heat release characteristics of different density polymer grouting material under different temperature conditions. The spatial distribution characteristics of the frozen soil subgrade temperature field under the effect of polymer grouting repair were analyzed. Further, the rules governing the temperature change of a frozen soil subgrade monitoring point under the effect of polymer grouting repair were studied. The heat transfer mechanism of polymer grouting material in frozen soil subgrade was revealed. The results showed that in the void region of the frozen soil subgrade, a discontinuity zone appeared in the temperature field distribution isotherm due to the effect of voids; this zone exhibited a layered radioactive distribution along the two sides of the void area. Furthermore, during the exothermic stage of the curing reaction, the temperature distribution isotherms changed from a layered radioactive distribution to a ring distribution that decreased from the inside to outside. During the natural cooling process, the peripheral temperature of the ring isotherm first decreased and a negative temperature ring-shaped isotherm gradually formed. Finally, the upper boundary of the influence of the heat energy released by the curing reaction on the frozen soil subgrade temperature field was determined to be 30 cm, and the lower boundary was 20 cm.
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institution Kabale University
issn 1687-8434
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language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-365ca82c491c4ead8f1ccff89a0fd9902025-02-03T05:49:17ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/66705156670515Temperature Field Variation Law of Low Exothermic Polymer Grouting Material in Repairing Void Damage of Frozen Soil SubgradeBei Zhang0Baolin Wang1Yanhui Zhong2Shuangjie Wang3Xiaolong Li4Shilun Wang5School of Water Conservancy Engnieering, Zhengzhou University, Zhengzhou 450001, ChinaSchool of Water Conservancy Engnieering, Zhengzhou University, Zhengzhou 450001, ChinaSchool of Water Conservancy Engnieering, Zhengzhou University, Zhengzhou 450001, ChinaCCCC First Highway Consultants Co.,Ltd., Xi'an, ChinaSchool of Water Conservancy Engnieering, Zhengzhou University, Zhengzhou 450001, ChinaSchool of Water Conservancy Engnieering, Zhengzhou University, Zhengzhou 450001, ChinaIn this study, the self-developed grouting mold was used to study the heat release characteristics of different density polymer grouting material under different temperature conditions. The spatial distribution characteristics of the frozen soil subgrade temperature field under the effect of polymer grouting repair were analyzed. Further, the rules governing the temperature change of a frozen soil subgrade monitoring point under the effect of polymer grouting repair were studied. The heat transfer mechanism of polymer grouting material in frozen soil subgrade was revealed. The results showed that in the void region of the frozen soil subgrade, a discontinuity zone appeared in the temperature field distribution isotherm due to the effect of voids; this zone exhibited a layered radioactive distribution along the two sides of the void area. Furthermore, during the exothermic stage of the curing reaction, the temperature distribution isotherms changed from a layered radioactive distribution to a ring distribution that decreased from the inside to outside. During the natural cooling process, the peripheral temperature of the ring isotherm first decreased and a negative temperature ring-shaped isotherm gradually formed. Finally, the upper boundary of the influence of the heat energy released by the curing reaction on the frozen soil subgrade temperature field was determined to be 30 cm, and the lower boundary was 20 cm.http://dx.doi.org/10.1155/2021/6670515
spellingShingle Bei Zhang
Baolin Wang
Yanhui Zhong
Shuangjie Wang
Xiaolong Li
Shilun Wang
Temperature Field Variation Law of Low Exothermic Polymer Grouting Material in Repairing Void Damage of Frozen Soil Subgrade
Advances in Materials Science and Engineering
title Temperature Field Variation Law of Low Exothermic Polymer Grouting Material in Repairing Void Damage of Frozen Soil Subgrade
title_full Temperature Field Variation Law of Low Exothermic Polymer Grouting Material in Repairing Void Damage of Frozen Soil Subgrade
title_fullStr Temperature Field Variation Law of Low Exothermic Polymer Grouting Material in Repairing Void Damage of Frozen Soil Subgrade
title_full_unstemmed Temperature Field Variation Law of Low Exothermic Polymer Grouting Material in Repairing Void Damage of Frozen Soil Subgrade
title_short Temperature Field Variation Law of Low Exothermic Polymer Grouting Material in Repairing Void Damage of Frozen Soil Subgrade
title_sort temperature field variation law of low exothermic polymer grouting material in repairing void damage of frozen soil subgrade
url http://dx.doi.org/10.1155/2021/6670515
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