Influence of Freeze-Thaw Cycles on Engineering Properties of Tonalite: Examples from China

The deterioration of the physical and mechanical properties of tonalites subjected to freeze-thaw cycling under three different temperature ranges was explored using several experimental techniques. Uniaxial compression and three-point bending tests were conducted on untreated and treated tonalite s...

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Main Authors: Su-Ran Wang, You-Liang Chen, Jing Ni, Mu-Dan Zhang, Heng Zhang
Format: Article
Language:English
Published: Hindawi Limited 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/3418134
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spelling doaj-bf7f0c1dfbc946a78caaae8f239896472020-11-25T00:07:02ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/34181343418134Influence of Freeze-Thaw Cycles on Engineering Properties of Tonalite: Examples from ChinaSu-Ran Wang0You-Liang Chen1Jing Ni2Mu-Dan Zhang3Heng Zhang4Department of Civil Engineering, University of Shanghai for Science and Technology, 516 Jungong Road, Shanghai 200093, ChinaDepartment of Civil Engineering, University of Shanghai for Science and Technology, 516 Jungong Road, Shanghai 200093, ChinaDepartment of Civil Engineering, University of Shanghai for Science and Technology, 516 Jungong Road, Shanghai 200093, ChinaDepartment of Civil Engineering, University of Shanghai for Science and Technology, 516 Jungong Road, Shanghai 200093, ChinaKey Laboratory of Deep Coal Resource Mining (Ministry of Education), School of Mines, China University of Mining and Technology, Xuzhou, Jiangsu 221116, ChinaThe deterioration of the physical and mechanical properties of tonalites subjected to freeze-thaw cycling under three different temperature ranges was explored using several experimental techniques. Uniaxial compression and three-point bending tests were conducted on untreated and treated tonalite specimens. Clear decreases in uniaxial compressive strength (UCS), Young’s modulus, and fracture toughness were observed in tonalite specimens with frost damage. Although Young’s modulus and fracture toughness did not show clear decreases as the minimum temperature of the freeze-thaw cycle decreased from −30°C to −50°C, the UCS decreased almost linearly. The macromechanical characteristics of the tonalites can be explained by changes in mineral content and microstructure. The intensity of X-ray diffraction (XRD) peaks of minerals in tonalites that had not been freeze-thaw cycled were approximately 10 to 20 times higher than the peaks for the specimens subjected to freeze-thaw cycling, implying that the internal structure of tonalite is less compact after frost damage. The microstructures of the tonalite specimens were also examined using scanning electron microscopy (SEM). Increased amounts of fragmentation and breaking of structural planes were observed as the minimum temperature of the freeze-thaw cycle decreased.http://dx.doi.org/10.1155/2019/3418134
collection DOAJ
language English
format Article
sources DOAJ
author Su-Ran Wang
You-Liang Chen
Jing Ni
Mu-Dan Zhang
Heng Zhang
spellingShingle Su-Ran Wang
You-Liang Chen
Jing Ni
Mu-Dan Zhang
Heng Zhang
Influence of Freeze-Thaw Cycles on Engineering Properties of Tonalite: Examples from China
Advances in Civil Engineering
author_facet Su-Ran Wang
You-Liang Chen
Jing Ni
Mu-Dan Zhang
Heng Zhang
author_sort Su-Ran Wang
title Influence of Freeze-Thaw Cycles on Engineering Properties of Tonalite: Examples from China
title_short Influence of Freeze-Thaw Cycles on Engineering Properties of Tonalite: Examples from China
title_full Influence of Freeze-Thaw Cycles on Engineering Properties of Tonalite: Examples from China
title_fullStr Influence of Freeze-Thaw Cycles on Engineering Properties of Tonalite: Examples from China
title_full_unstemmed Influence of Freeze-Thaw Cycles on Engineering Properties of Tonalite: Examples from China
title_sort influence of freeze-thaw cycles on engineering properties of tonalite: examples from china
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8086
1687-8094
publishDate 2019-01-01
description The deterioration of the physical and mechanical properties of tonalites subjected to freeze-thaw cycling under three different temperature ranges was explored using several experimental techniques. Uniaxial compression and three-point bending tests were conducted on untreated and treated tonalite specimens. Clear decreases in uniaxial compressive strength (UCS), Young’s modulus, and fracture toughness were observed in tonalite specimens with frost damage. Although Young’s modulus and fracture toughness did not show clear decreases as the minimum temperature of the freeze-thaw cycle decreased from −30°C to −50°C, the UCS decreased almost linearly. The macromechanical characteristics of the tonalites can be explained by changes in mineral content and microstructure. The intensity of X-ray diffraction (XRD) peaks of minerals in tonalites that had not been freeze-thaw cycled were approximately 10 to 20 times higher than the peaks for the specimens subjected to freeze-thaw cycling, implying that the internal structure of tonalite is less compact after frost damage. The microstructures of the tonalite specimens were also examined using scanning electron microscopy (SEM). Increased amounts of fragmentation and breaking of structural planes were observed as the minimum temperature of the freeze-thaw cycle decreased.
url http://dx.doi.org/10.1155/2019/3418134
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