Experimental Investigation on Uniaxial Unconfined Compressive Properties of Ice on Asphalt Pavement Surface

Mechanical deicing is a method to remove the ice on the pavement surface, and the ice strength directly affects the difficulty and effectiveness of the mechanical deicing. This paper aims to investigate the compression strength of ice to facilitate the deicing equipment to crush ice. In this paper,...

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Published in:Frontiers in Materials
Main Authors: Wei Luo, Hancheng Dan, Runzhong Zeng, Yao Rong, Dian Xie
Format: Article
Language:English
Published: Frontiers Media S.A. 2020-09-01
Subjects:
Online Access:https://www.frontiersin.org/article/10.3389/fmats.2020.00294/full
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author Wei Luo
Wei Luo
Hancheng Dan
Runzhong Zeng
Yao Rong
Dian Xie
author_facet Wei Luo
Wei Luo
Hancheng Dan
Runzhong Zeng
Yao Rong
Dian Xie
author_sort Wei Luo
collection DOAJ
container_title Frontiers in Materials
description Mechanical deicing is a method to remove the ice on the pavement surface, and the ice strength directly affects the difficulty and effectiveness of the mechanical deicing. This paper aims to investigate the compression strength of ice to facilitate the deicing equipment to crush ice. In this paper, a large-scale freezing laboratory is employed to simulate low-temperature environment, and the uniaxial unconfined compressive tests of artificial freshwater ice under different temperature conditions are carried out through the uniaxial loading system. The compressive strength and modulus of ice are obtained when the substrate is asphalt pavement. The test result shows that the ice compressive strength and modulus respectively distribute from 0.36 to 3.67 MPa and 11.7 to 359.1 MPa when ice temperature varies from −0.7 to −7.5°C. The relations between ice temperature and compressive strength are approximately in a linear manner, while the relation of compressive modulus and ice temperature shows good power function and exponential relationships, respectively, when ice temperature ranges from −8 to −5°C and from −5 to 0°C. Furthermore, the failure mechanism of ice under relatively lower temperature is due to the development of cut-through cracks inside the ice. The failure mode divides into shear failure and ductile failure and the failure ice is mainly composed of large ice strips and bulks. For the ice with relatively higher temperature especially the ice close to melting point temperature, the ice failure mode is compressive and ductile, and the failure ice is mainly composed of granular ice crystals.
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spelling doaj-art-db5eac554f814e3789e1b8eaeb54dceb2025-08-19T20:24:01ZengFrontiers Media S.A.Frontiers in Materials2296-80162020-09-01710.3389/fmats.2020.00294567094Experimental Investigation on Uniaxial Unconfined Compressive Properties of Ice on Asphalt Pavement SurfaceWei Luo0Wei Luo1Hancheng Dan2Runzhong Zeng3Yao Rong4Dian Xie5School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, ChinaJiangxi Transportation Institute, Nanchang, ChinaSchool of Civil Engineering, Central South University, Changsha, ChinaSchool of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, ChinaJiangxi Transportation Institute, Nanchang, ChinaSchool of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, ChinaMechanical deicing is a method to remove the ice on the pavement surface, and the ice strength directly affects the difficulty and effectiveness of the mechanical deicing. This paper aims to investigate the compression strength of ice to facilitate the deicing equipment to crush ice. In this paper, a large-scale freezing laboratory is employed to simulate low-temperature environment, and the uniaxial unconfined compressive tests of artificial freshwater ice under different temperature conditions are carried out through the uniaxial loading system. The compressive strength and modulus of ice are obtained when the substrate is asphalt pavement. The test result shows that the ice compressive strength and modulus respectively distribute from 0.36 to 3.67 MPa and 11.7 to 359.1 MPa when ice temperature varies from −0.7 to −7.5°C. The relations between ice temperature and compressive strength are approximately in a linear manner, while the relation of compressive modulus and ice temperature shows good power function and exponential relationships, respectively, when ice temperature ranges from −8 to −5°C and from −5 to 0°C. Furthermore, the failure mechanism of ice under relatively lower temperature is due to the development of cut-through cracks inside the ice. The failure mode divides into shear failure and ductile failure and the failure ice is mainly composed of large ice strips and bulks. For the ice with relatively higher temperature especially the ice close to melting point temperature, the ice failure mode is compressive and ductile, and the failure ice is mainly composed of granular ice crystals.https://www.frontiersin.org/article/10.3389/fmats.2020.00294/fullicecompressive strengthcompressive modulusasphalt pavementfailure mode
spellingShingle Wei Luo
Wei Luo
Hancheng Dan
Runzhong Zeng
Yao Rong
Dian Xie
Experimental Investigation on Uniaxial Unconfined Compressive Properties of Ice on Asphalt Pavement Surface
ice
compressive strength
compressive modulus
asphalt pavement
failure mode
title Experimental Investigation on Uniaxial Unconfined Compressive Properties of Ice on Asphalt Pavement Surface
title_full Experimental Investigation on Uniaxial Unconfined Compressive Properties of Ice on Asphalt Pavement Surface
title_fullStr Experimental Investigation on Uniaxial Unconfined Compressive Properties of Ice on Asphalt Pavement Surface
title_full_unstemmed Experimental Investigation on Uniaxial Unconfined Compressive Properties of Ice on Asphalt Pavement Surface
title_short Experimental Investigation on Uniaxial Unconfined Compressive Properties of Ice on Asphalt Pavement Surface
title_sort experimental investigation on uniaxial unconfined compressive properties of ice on asphalt pavement surface
topic ice
compressive strength
compressive modulus
asphalt pavement
failure mode
url https://www.frontiersin.org/article/10.3389/fmats.2020.00294/full
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AT weiluo experimentalinvestigationonuniaxialunconfinedcompressivepropertiesoficeonasphaltpavementsurface
AT hanchengdan experimentalinvestigationonuniaxialunconfinedcompressivepropertiesoficeonasphaltpavementsurface
AT runzhongzeng experimentalinvestigationonuniaxialunconfinedcompressivepropertiesoficeonasphaltpavementsurface
AT yaorong experimentalinvestigationonuniaxialunconfinedcompressivepropertiesoficeonasphaltpavementsurface
AT dianxie experimentalinvestigationonuniaxialunconfinedcompressivepropertiesoficeonasphaltpavementsurface