S-wave velocity in samples of calcareous waste

The studies have been carried out in the calcareous waste area “White Seas” of the closed factory Solvay Sodium Plant in Krakow in southern Poland. The study was conducted to determine the S-wave velocity of samples of the anthropogenic subsoil. It was aimed at the possibility of using post-producti...

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Main Authors: Pilecka Elżbieta, Zięba Jakub, Pilecki Rafał
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:E3S Web of Conferences
Subjects:
Online Access:https://doi.org/10.1051/e3sconf/20186602005
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spelling doaj-224b27f793d64e0488c87d29faa053dc2021-02-02T06:28:33ZengEDP SciencesE3S Web of Conferences2267-12422018-01-01660200510.1051/e3sconf/20186602005e3sconf_ag2018_02005S-wave velocity in samples of calcareous wastePilecka ElżbietaZięba JakubPilecki RafałThe studies have been carried out in the calcareous waste area “White Seas” of the closed factory Solvay Sodium Plant in Krakow in southern Poland. The study was conducted to determine the S-wave velocity of samples of the anthropogenic subsoil. It was aimed at the possibility of using post-production waste for construction purposes. Due to the high humidity of the analysed samples, the tests were carried out on samples taken using Shelby type probes, from the 12m borehole. The saturation level of soil samples was estimated based on Skempton’s law (B>0.95). The Swave velocity was determined depending on the different degree of saturation as well as the different degree of consolidation of the soil sample. Only S-wave velocity was analysed because properties of samples caused difficulties in determining of the first arrivals of P-wave. The measurements were carried out in the triaxial apparatus equipped with Bender element (BE). Finally, the shear modulus G of the samples were calculated. Results showed the effect of S-wave velocity increase with increase of degree of saturation and with the increase of effective stress in tested samples. The Swave velocity significant increased up to about 100 kPa, and then this increase was smaller.https://doi.org/10.1051/e3sconf/20186602005Solvay plantCalcareous wasteBender element testP- and S- wave velocity
collection DOAJ
language English
format Article
sources DOAJ
author Pilecka Elżbieta
Zięba Jakub
Pilecki Rafał
spellingShingle Pilecka Elżbieta
Zięba Jakub
Pilecki Rafał
S-wave velocity in samples of calcareous waste
E3S Web of Conferences
Solvay plant
Calcareous waste
Bender element test
P- and S- wave velocity
author_facet Pilecka Elżbieta
Zięba Jakub
Pilecki Rafał
author_sort Pilecka Elżbieta
title S-wave velocity in samples of calcareous waste
title_short S-wave velocity in samples of calcareous waste
title_full S-wave velocity in samples of calcareous waste
title_fullStr S-wave velocity in samples of calcareous waste
title_full_unstemmed S-wave velocity in samples of calcareous waste
title_sort s-wave velocity in samples of calcareous waste
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2018-01-01
description The studies have been carried out in the calcareous waste area “White Seas” of the closed factory Solvay Sodium Plant in Krakow in southern Poland. The study was conducted to determine the S-wave velocity of samples of the anthropogenic subsoil. It was aimed at the possibility of using post-production waste for construction purposes. Due to the high humidity of the analysed samples, the tests were carried out on samples taken using Shelby type probes, from the 12m borehole. The saturation level of soil samples was estimated based on Skempton’s law (B>0.95). The Swave velocity was determined depending on the different degree of saturation as well as the different degree of consolidation of the soil sample. Only S-wave velocity was analysed because properties of samples caused difficulties in determining of the first arrivals of P-wave. The measurements were carried out in the triaxial apparatus equipped with Bender element (BE). Finally, the shear modulus G of the samples were calculated. Results showed the effect of S-wave velocity increase with increase of degree of saturation and with the increase of effective stress in tested samples. The Swave velocity significant increased up to about 100 kPa, and then this increase was smaller.
topic Solvay plant
Calcareous waste
Bender element test
P- and S- wave velocity
url https://doi.org/10.1051/e3sconf/20186602005
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AT ziebajakub swavevelocityinsamplesofcalcareouswaste
AT pileckirafał swavevelocityinsamplesofcalcareouswaste
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