Mechanical behaviour of calcareous waste under consolidated drained triaxial compression testing in saturated conditions

The article presents the mechanical behaviour of calcareous waste under consolidated and drained condition in Triaxial compression test (CD). The host material currently being considered for the construction purpose of several buildings in Poland. One of the location of calcareous waste is in Łagiew...

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Main Author: Zięba Jakub
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:E3S Web of Conferences
Subjects:
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/32/e3sconf_ceim2019_01016.pdf
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author Zięba Jakub
author_facet Zięba Jakub
author_sort Zięba Jakub
collection DOAJ
description The article presents the mechanical behaviour of calcareous waste under consolidated and drained condition in Triaxial compression test (CD). The host material currently being considered for the construction purpose of several buildings in Poland. One of the location of calcareous waste is in Łagiewniki area (in Cracow) [1,2]. In this work, particular attention has been paid to the to ensure fully saturation for all the tested soil samples and avoid generation of unwanted excess pore water pressure during shearing stage. The saturation level of soil samples was estimated based on Skempton’s law (B>0.95). CD Triaxial test have been conducted in order to derive information on its strength and stiffness properties.
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spelling doaj.art-510b785cb07f40258e030eb3206e12262022-12-21T20:29:48ZengEDP SciencesE3S Web of Conferences2267-12422019-01-011060101610.1051/e3sconf/201910601016e3sconf_ceim2019_01016Mechanical behaviour of calcareous waste under consolidated drained triaxial compression testing in saturated conditionsZięba JakubThe article presents the mechanical behaviour of calcareous waste under consolidated and drained condition in Triaxial compression test (CD). The host material currently being considered for the construction purpose of several buildings in Poland. One of the location of calcareous waste is in Łagiewniki area (in Cracow) [1,2]. In this work, particular attention has been paid to the to ensure fully saturation for all the tested soil samples and avoid generation of unwanted excess pore water pressure during shearing stage. The saturation level of soil samples was estimated based on Skempton’s law (B>0.95). CD Triaxial test have been conducted in order to derive information on its strength and stiffness properties.https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/32/e3sconf_ceim2019_01016.pdfCalcareous wasteCD Triaxial testMechanical behaviour
spellingShingle Zięba Jakub
Mechanical behaviour of calcareous waste under consolidated drained triaxial compression testing in saturated conditions
E3S Web of Conferences
Calcareous waste
CD Triaxial test
Mechanical behaviour
title Mechanical behaviour of calcareous waste under consolidated drained triaxial compression testing in saturated conditions
title_full Mechanical behaviour of calcareous waste under consolidated drained triaxial compression testing in saturated conditions
title_fullStr Mechanical behaviour of calcareous waste under consolidated drained triaxial compression testing in saturated conditions
title_full_unstemmed Mechanical behaviour of calcareous waste under consolidated drained triaxial compression testing in saturated conditions
title_short Mechanical behaviour of calcareous waste under consolidated drained triaxial compression testing in saturated conditions
title_sort mechanical behaviour of calcareous waste under consolidated drained triaxial compression testing in saturated conditions
topic Calcareous waste
CD Triaxial test
Mechanical behaviour
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/32/e3sconf_ceim2019_01016.pdf
work_keys_str_mv AT ziebajakub mechanicalbehaviourofcalcareouswasteunderconsolidateddrainedtriaxialcompressiontestinginsaturatedconditions