Collapse potential and ultrasonic pulse velocity of loess soils after treatment with expanded perlite and metakaolin

Collapsible soils, including loess, can support heavy loads at their natural humidity but then collapse rapidly and lose a substantial volume when the humidity increases. Soil collapse potential at different immersion stresses was investigated according to ASTM D5333. Different immersion stresses,...

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Main Authors: Mohammad Ali Khodabandeh, Katalin Kopecskó, Gábor Nagy
Format: Article
Language:English
Published: CTU Central Library 2023-12-01
Series:Acta Polytechnica CTU Proceedings
Subjects:
Online Access:https://ojs.cvut.cz/ojs/index.php/APP/article/view/9551
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author Mohammad Ali Khodabandeh
Katalin Kopecskó
Gábor Nagy
author_facet Mohammad Ali Khodabandeh
Katalin Kopecskó
Gábor Nagy
author_sort Mohammad Ali Khodabandeh
collection DOAJ
description Collapsible soils, including loess, can support heavy loads at their natural humidity but then collapse rapidly and lose a substantial volume when the humidity increases. Soil collapse potential at different immersion stresses was investigated according to ASTM D5333. Different immersion stresses, including 100, 200, 300, 400, and 500 kPa, were used to evaluate the stress-strain behavior of soils before and after saturation. The results indicated that soil collapse potential rose with a raising of immersion stress, resulting in the highest soil collapse potential at 500 kPa immersion stress. Furthermore, the effectiveness of expanded perlite and metakaolin in treating loess soils was examined. The results revealed that the soil collapse potential reduced with an increase in perlite and metakaolin up to 8 %. Also, perlite had a more significant impact on the soil collapse potential than metakaolin. The interlocking force between soil particles was enhanced as the perlite quantity rose, and perlite prohibited soil particles from slipping on each other. Metakaolin decreased the soil collapsibility due to the pozzolanic and chemical reactions which increased particle bonding. The ultrasonic pulse velocity of soils decreased as the percentage of perlite increased. Because the perlite was not spread homogeneously, and the waves can be stuck in the heterogeneities, Metakaolin acted as a filler and increased the ultrasonic pulse velocity of the soils.
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spelling doaj.art-c17e3dfd74de483882434fbcf56fbe552024-01-05T15:17:59ZengCTU Central LibraryActa Polytechnica CTU Proceedings2336-53822023-12-014510.14311/APP.2023.45.0045Collapse potential and ultrasonic pulse velocity of loess soils after treatment with expanded perlite and metakaolinMohammad Ali Khodabandeh0Katalin Kopecskó1Gábor Nagy2Budapest University of Technology and Economics, Faculty of Civil Engineering, Department of Engineering Geology and Geotechnics, H-1111 Budapest, Müegyetem rkp. 3., HungaryBudapest University of Technology and Economics, Faculty of Civil Engineering, Department of Engineering Geology and Geotechnics, H-1111 Budapest, Müegyetem rkp. 3., HungaryBudapest University of Technology and Economics, Faculty of Civil Engineering, Department of Engineering Geology and Geotechnics, H-1111 Budapest, Müegyetem rkp. 3., Hungary Collapsible soils, including loess, can support heavy loads at their natural humidity but then collapse rapidly and lose a substantial volume when the humidity increases. Soil collapse potential at different immersion stresses was investigated according to ASTM D5333. Different immersion stresses, including 100, 200, 300, 400, and 500 kPa, were used to evaluate the stress-strain behavior of soils before and after saturation. The results indicated that soil collapse potential rose with a raising of immersion stress, resulting in the highest soil collapse potential at 500 kPa immersion stress. Furthermore, the effectiveness of expanded perlite and metakaolin in treating loess soils was examined. The results revealed that the soil collapse potential reduced with an increase in perlite and metakaolin up to 8 %. Also, perlite had a more significant impact on the soil collapse potential than metakaolin. The interlocking force between soil particles was enhanced as the perlite quantity rose, and perlite prohibited soil particles from slipping on each other. Metakaolin decreased the soil collapsibility due to the pozzolanic and chemical reactions which increased particle bonding. The ultrasonic pulse velocity of soils decreased as the percentage of perlite increased. Because the perlite was not spread homogeneously, and the waves can be stuck in the heterogeneities, Metakaolin acted as a filler and increased the ultrasonic pulse velocity of the soils. https://ojs.cvut.cz/ojs/index.php/APP/article/view/9551collapse potentialcollapsible soilexpanded perliteloessmetakaolinstabilization
spellingShingle Mohammad Ali Khodabandeh
Katalin Kopecskó
Gábor Nagy
Collapse potential and ultrasonic pulse velocity of loess soils after treatment with expanded perlite and metakaolin
Acta Polytechnica CTU Proceedings
collapse potential
collapsible soil
expanded perlite
loess
metakaolin
stabilization
title Collapse potential and ultrasonic pulse velocity of loess soils after treatment with expanded perlite and metakaolin
title_full Collapse potential and ultrasonic pulse velocity of loess soils after treatment with expanded perlite and metakaolin
title_fullStr Collapse potential and ultrasonic pulse velocity of loess soils after treatment with expanded perlite and metakaolin
title_full_unstemmed Collapse potential and ultrasonic pulse velocity of loess soils after treatment with expanded perlite and metakaolin
title_short Collapse potential and ultrasonic pulse velocity of loess soils after treatment with expanded perlite and metakaolin
title_sort collapse potential and ultrasonic pulse velocity of loess soils after treatment with expanded perlite and metakaolin
topic collapse potential
collapsible soil
expanded perlite
loess
metakaolin
stabilization
url https://ojs.cvut.cz/ojs/index.php/APP/article/view/9551
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