The elastic undrained modulus Eu50 for stiff consolidated clays related to the concept of stress history and normalized soil properties

The elastic undrained modulus Eu50 for stiff consolidated clays related to the concept of stress history and normalized soil properties

The paper presents the results of a triaxial test conducted on stiff, consolidated clays. The standard TXCIU procedure (isotropic consolidation and undrained shearing) was applied in the laboratory soil tests. The undrained elastic modulus Eu50 was determined from each test.

Bibliographic Details
Main Authors: Stróżyk Joanna, Tankiewicz Matylda
Format: Article
Language:English
Published: Sciendo 2016-09-01
Series:Studia Geotechnica et Mechanica
Subjects:
consolidated clays
stress history
normalised elastic modulus
triaxial test
Online Access:https://doi.org/10.1515/sgem-2016-0025
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spelling doaj-2fd9fb7d5c954f9c8de9f005a974d29f2021-09-05T14:00:35ZengSciendoStudia Geotechnica et Mechanica2083-831X2016-09-01383677210.1515/sgem-2016-0025sgem-2016-0025The elastic undrained modulus Eu50 for stiff consolidated clays related to the concept of stress history and normalized soil propertiesStróżyk Joanna0Tankiewicz Matylda1Wrocław University of Science and Technology, Faculty of Civil Engineering, Wybrzeże Wyspiańskiego 27, 50-370, Wrocław,PolandWrocław University of Science and Technology, Faculty of Civil Engineering, Wybrzeże Wyspiańskiego 27, 50-370, Wrocław,PolandThe paper presents the results of a triaxial test conducted on stiff, consolidated clays. The standard TXCIU procedure (isotropic consolidation and undrained shearing) was applied in the laboratory soil tests. The undrained elastic modulus Eu50 was determined from each test.https://doi.org/10.1515/sgem-2016-0025consolidated claysstress historynormalised elastic modulustriaxial test
collection DOAJ
language English
format Article
sources DOAJ
author Stróżyk Joanna
Tankiewicz Matylda
spellingShingle Stróżyk Joanna
Tankiewicz Matylda
The elastic undrained modulus Eu50 for stiff consolidated clays related to the concept of stress history and normalized soil properties
Studia Geotechnica et Mechanica
consolidated clays
stress history
normalised elastic modulus
triaxial test
author_facet Stróżyk Joanna
Tankiewicz Matylda
author_sort Stróżyk Joanna
title The elastic undrained modulus Eu50 for stiff consolidated clays related to the concept of stress history and normalized soil properties
title_short The elastic undrained modulus Eu50 for stiff consolidated clays related to the concept of stress history and normalized soil properties
title_full The elastic undrained modulus Eu50 for stiff consolidated clays related to the concept of stress history and normalized soil properties
title_fullStr The elastic undrained modulus Eu50 for stiff consolidated clays related to the concept of stress history and normalized soil properties
title_full_unstemmed The elastic undrained modulus Eu50 for stiff consolidated clays related to the concept of stress history and normalized soil properties
title_sort elastic undrained modulus eu50 for stiff consolidated clays related to the concept of stress history and normalized soil properties
publisher Sciendo
series Studia Geotechnica et Mechanica
issn 2083-831X
publishDate 2016-09-01
description The paper presents the results of a triaxial test conducted on stiff, consolidated clays. The standard TXCIU procedure (isotropic consolidation and undrained shearing) was applied in the laboratory soil tests. The undrained elastic modulus Eu50 was determined from each test.
topic consolidated clays
stress history
normalised elastic modulus
triaxial test
url https://doi.org/10.1515/sgem-2016-0025
work_keys_str_mv AT strozykjoanna theelasticundrainedmoduluseu50forstiffconsolidatedclaysrelatedtotheconceptofstresshistoryandnormalizedsoilproperties
AT tankiewiczmatylda theelasticundrainedmoduluseu50forstiffconsolidatedclaysrelatedtotheconceptofstresshistoryandnormalizedsoilproperties
AT strozykjoanna elasticundrainedmoduluseu50forstiffconsolidatedclaysrelatedtotheconceptofstresshistoryandnormalizedsoilproperties
AT tankiewiczmatylda elasticundrainedmoduluseu50forstiffconsolidatedclaysrelatedtotheconceptofstresshistoryandnormalizedsoilproperties
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