A Laboratory Study on the Shear Strength Behavior of Two Till Deposits from Northern Germany

This paper presents the findings of a laboratory study of the shear strength and yielding behavior of two glacial till soil deposits from the area of Heiligenhafen, northern Germany. The tests were conducted on reconstituted forms of the soils using a triaxial cell capable of controlling the tempera...

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Main Authors: Henok Hailemariam, Frank Wuttke
Format: Article
Language:English
Published: MDPI AG 2021-03-01
Series:Energies
Subjects:
Online Access:https://www.mdpi.com/1996-1073/14/6/1692
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spelling doaj-11b4b8e6509d41d29c408ffef0af30952021-03-19T00:03:42ZengMDPI AGEnergies1996-10732021-03-01141692169210.3390/en14061692A Laboratory Study on the Shear Strength Behavior of Two Till Deposits from Northern GermanyHenok Hailemariam0Frank Wuttke1Geomechanics and Geotechnics Group, Institute of Geoscience, Kiel University, Ludewig-Meyn-Straße 10, 24118 Kiel, GermanyGeomechanics and Geotechnics Group, Institute of Geoscience, Kiel University, Ludewig-Meyn-Straße 10, 24118 Kiel, GermanyThis paper presents the findings of a laboratory study of the shear strength and yielding behavior of two glacial till soil deposits from the area of Heiligenhafen, northern Germany. The tests were conducted on reconstituted forms of the soils using a triaxial cell capable of controlling the temperature of the specimens. The experimental program included a series of multi-stage consolidated drained (CD) compression triaxial tests at temperature ranges between 20 and 60 °C. For the temperature range considered in this study, a mild reduction in the effective friction angle of the two till soils of less than 1° was observed due to an increase in temperature from 20 to 60 °C. All the results were carefully assessed in view of the intrinsic soil behavior and fabric, and existing trends are highlighted. The findings of this study provide valuable insights into the shearing properties of till deposits, and can contribute to the enhancement of existing soil constitutive models as well as the development of new models that are particularly suited to the behavior of glacial tills under elevated temperatures.https://www.mdpi.com/1996-1073/14/6/1692glacial tillstriaxial testingshear strengthfriction angle
collection DOAJ
language English
format Article
sources DOAJ
author Henok Hailemariam
Frank Wuttke
spellingShingle Henok Hailemariam
Frank Wuttke
A Laboratory Study on the Shear Strength Behavior of Two Till Deposits from Northern Germany
Energies
glacial tills
triaxial testing
shear strength
friction angle
author_facet Henok Hailemariam
Frank Wuttke
author_sort Henok Hailemariam
title A Laboratory Study on the Shear Strength Behavior of Two Till Deposits from Northern Germany
title_short A Laboratory Study on the Shear Strength Behavior of Two Till Deposits from Northern Germany
title_full A Laboratory Study on the Shear Strength Behavior of Two Till Deposits from Northern Germany
title_fullStr A Laboratory Study on the Shear Strength Behavior of Two Till Deposits from Northern Germany
title_full_unstemmed A Laboratory Study on the Shear Strength Behavior of Two Till Deposits from Northern Germany
title_sort laboratory study on the shear strength behavior of two till deposits from northern germany
publisher MDPI AG
series Energies
issn 1996-1073
publishDate 2021-03-01
description This paper presents the findings of a laboratory study of the shear strength and yielding behavior of two glacial till soil deposits from the area of Heiligenhafen, northern Germany. The tests were conducted on reconstituted forms of the soils using a triaxial cell capable of controlling the temperature of the specimens. The experimental program included a series of multi-stage consolidated drained (CD) compression triaxial tests at temperature ranges between 20 and 60 °C. For the temperature range considered in this study, a mild reduction in the effective friction angle of the two till soils of less than 1° was observed due to an increase in temperature from 20 to 60 °C. All the results were carefully assessed in view of the intrinsic soil behavior and fabric, and existing trends are highlighted. The findings of this study provide valuable insights into the shearing properties of till deposits, and can contribute to the enhancement of existing soil constitutive models as well as the development of new models that are particularly suited to the behavior of glacial tills under elevated temperatures.
topic glacial tills
triaxial testing
shear strength
friction angle
url https://www.mdpi.com/1996-1073/14/6/1692
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