Effect of Wet-Dry Cycles on the Mechanical Performances and Microstructure of Pisha Sandstone

The effects of the wet–dry cycles on the chemical compositions, microstructure, and mechanical properties of Pisha sandstone were experimentally investigated in the current study. A series of uniaxial compression tests were conducted to validate the deterioration of the mechanical property of specim...

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Main Authors: Yanbing Zhao, Caiqian Yang, Feng Qu, Zhiren Wu, Kejie Ding, Zhishui Liang
Format: Article
Language:English
Published: MDPI AG 2023-03-01
Series:Molecules
Subjects:
Online Access:https://www.mdpi.com/1420-3049/28/6/2533
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author Yanbing Zhao
Caiqian Yang
Feng Qu
Zhiren Wu
Kejie Ding
Zhishui Liang
author_facet Yanbing Zhao
Caiqian Yang
Feng Qu
Zhiren Wu
Kejie Ding
Zhishui Liang
author_sort Yanbing Zhao
collection DOAJ
description The effects of the wet–dry cycles on the chemical compositions, microstructure, and mechanical properties of Pisha sandstone were experimentally investigated in the current study. A series of uniaxial compression tests were conducted to validate the deterioration of the mechanical property of specimens after wet–dry cycles. In addition, the evolutions of the mineral compositions and microstructure characteristics were confirmed by X-ray diffraction (XRD) and scanning electron microscope (SEM). Experimental results indicated that with the increase of wet–dry cycles, the mechanical properties of Pisha sandstone gradually decrease. After five wet–dry cycles, the uniaxial compressive strength, elastic modulus, and fracture energy of specimens were reduced by 41.06%, 62.39%, and 31.92%, respectively. The failure mode of the specimen changes from inclined shear failure to peel failure. Compared to the initial specimens, the relative content of primary minerals after five wet–dry cycles declined by 5.94%, and the relative content of clay minerals after five wet–dry cycles increased by 54.33%. Additionally, the porosity of samples exhibits a positive correlation with wet–dry cycles. Compared to the initial specimens, the porosity of specimens after five wet–dry cycles increased by 176.32%. Finally, a prediction model of the correlation between uniaxial compressive strength and porosity is proposed and verified.
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spelling doaj.art-9e73d58715da4c70bbc3049c90783f8b2023-11-17T12:51:40ZengMDPI AGMolecules1420-30492023-03-01286253310.3390/molecules28062533Effect of Wet-Dry Cycles on the Mechanical Performances and Microstructure of Pisha SandstoneYanbing Zhao0Caiqian Yang1Feng Qu2Zhiren Wu3Kejie Ding4Zhishui Liang5Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 210096, ChinaKey Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 210096, ChinaKey Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 210096, ChinaSchool of the Environment and Safety Engineering, Jiangsu University, Zhenjiang 212013, ChinaKey Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 210096, ChinaKey Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 210096, ChinaThe effects of the wet–dry cycles on the chemical compositions, microstructure, and mechanical properties of Pisha sandstone were experimentally investigated in the current study. A series of uniaxial compression tests were conducted to validate the deterioration of the mechanical property of specimens after wet–dry cycles. In addition, the evolutions of the mineral compositions and microstructure characteristics were confirmed by X-ray diffraction (XRD) and scanning electron microscope (SEM). Experimental results indicated that with the increase of wet–dry cycles, the mechanical properties of Pisha sandstone gradually decrease. After five wet–dry cycles, the uniaxial compressive strength, elastic modulus, and fracture energy of specimens were reduced by 41.06%, 62.39%, and 31.92%, respectively. The failure mode of the specimen changes from inclined shear failure to peel failure. Compared to the initial specimens, the relative content of primary minerals after five wet–dry cycles declined by 5.94%, and the relative content of clay minerals after five wet–dry cycles increased by 54.33%. Additionally, the porosity of samples exhibits a positive correlation with wet–dry cycles. Compared to the initial specimens, the porosity of specimens after five wet–dry cycles increased by 176.32%. Finally, a prediction model of the correlation between uniaxial compressive strength and porosity is proposed and verified.https://www.mdpi.com/1420-3049/28/6/2533Pisha sandstonemicrostructuremineral compositionsuniaxial compressive strengthwet–dry cycles
spellingShingle Yanbing Zhao
Caiqian Yang
Feng Qu
Zhiren Wu
Kejie Ding
Zhishui Liang
Effect of Wet-Dry Cycles on the Mechanical Performances and Microstructure of Pisha Sandstone
Molecules
Pisha sandstone
microstructure
mineral compositions
uniaxial compressive strength
wet–dry cycles
title Effect of Wet-Dry Cycles on the Mechanical Performances and Microstructure of Pisha Sandstone
title_full Effect of Wet-Dry Cycles on the Mechanical Performances and Microstructure of Pisha Sandstone
title_fullStr Effect of Wet-Dry Cycles on the Mechanical Performances and Microstructure of Pisha Sandstone
title_full_unstemmed Effect of Wet-Dry Cycles on the Mechanical Performances and Microstructure of Pisha Sandstone
title_short Effect of Wet-Dry Cycles on the Mechanical Performances and Microstructure of Pisha Sandstone
title_sort effect of wet dry cycles on the mechanical performances and microstructure of pisha sandstone
topic Pisha sandstone
microstructure
mineral compositions
uniaxial compressive strength
wet–dry cycles
url https://www.mdpi.com/1420-3049/28/6/2533
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AT zhirenwu effectofwetdrycyclesonthemechanicalperformancesandmicrostructureofpishasandstone
AT kejieding effectofwetdrycyclesonthemechanicalperformancesandmicrostructureofpishasandstone
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