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Geotechnical characterization and stability analysis of subaqueous slopes in Lake Lucerne (Switzerland)

Tsunamis occur not only in marine settings but also in lacustrine environments. Most of the lacustrine tsunamis are caused by seismically- or aseismically-triggered mass movements. Therefore, an assessment of the stability of subaqueous slopes is crucial for tsunami hazard assessment in a lake. We s...

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Autores principales: Shynkarenko, Anastasiia, Kremer, Katrina, Stegmann, Sylvia, Bergamo, Paolo, Lontsi, Agostiny Marrios, Roesner, Alexander, Hammerschmidt, Steffen, Kopf, Achim, Fäh, Donat
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Springer Netherlands 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9334397/
https://www.ncbi.nlm.nih.gov/pubmed/35915597
http://dx.doi.org/10.1007/s11069-022-05310-1
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author Shynkarenko, Anastasiia
Kremer, Katrina
Stegmann, Sylvia
Bergamo, Paolo
Lontsi, Agostiny Marrios
Roesner, Alexander
Hammerschmidt, Steffen
Kopf, Achim
Fäh, Donat
author_facet Shynkarenko, Anastasiia
Kremer, Katrina
Stegmann, Sylvia
Bergamo, Paolo
Lontsi, Agostiny Marrios
Roesner, Alexander
Hammerschmidt, Steffen
Kopf, Achim
Fäh, Donat
author_sort Shynkarenko, Anastasiia
collection PubMed
description Tsunamis occur not only in marine settings but also in lacustrine environments. Most of the lacustrine tsunamis are caused by seismically- or aseismically-triggered mass movements. Therefore, an assessment of the stability of subaqueous slopes is crucial for tsunami hazard assessment in a lake. We selected Lake Lucerne (Switzerland) as a natural laboratory to perform an in-depth geotechnical characterization of its subaqueous slopes. This lake experienced documented tsunamis in 1601 and 1687. Some of its slopes still bear sediment volumes with a potential for tsunamigenic failure. To identify such slopes, we interpreted available reflection seismic data and analyzed the bathymetric map. Then, we performed 152 dynamic Cone Penetration Tests with pore pressure measurement (CPTu) and retrieved 49 sediment cores at different locations in the lake. These data were used to characterize the failure-prone sediments and to evaluate the present-day static stability of subaqueous slopes. Obtained results allowed the definition of three classes of slopes in terms of static stability: unstable slopes, stable slopes close to the unstable state, and stable areas. Non-deltaic slopes with thicker unconsolidated fine-grained sediment drape and moderate-to-high slope gradients (> 5–10°) have the lowest Factor of Safety. In agreement with previous studies, the failure plane for the non-deltaic slopes is embedded within the fine-grained glaciolacustrine sediments. Deltaic slopes with prevailing coarse-grained sediments mostly appear statically stable. Finally, we generalized the measured undrained shear strength profiles [Formula: see text] into the depth-dependent power-law models. These models define the [Formula: see text] of Lake Lucerne’s sediments and can be applied to other lakes with similar sedimentation history. SUPPLEMENTARY INFORMATION: The online version contains supplementary material available at 10.1007/s11069-022-05310-1.
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spelling pubmed-93343972022-07-30 Geotechnical characterization and stability analysis of subaqueous slopes in Lake Lucerne (Switzerland) Shynkarenko, Anastasiia Kremer, Katrina Stegmann, Sylvia Bergamo, Paolo Lontsi, Agostiny Marrios Roesner, Alexander Hammerschmidt, Steffen Kopf, Achim Fäh, Donat Nat Hazards (Dordr) Original Paper Tsunamis occur not only in marine settings but also in lacustrine environments. Most of the lacustrine tsunamis are caused by seismically- or aseismically-triggered mass movements. Therefore, an assessment of the stability of subaqueous slopes is crucial for tsunami hazard assessment in a lake. We selected Lake Lucerne (Switzerland) as a natural laboratory to perform an in-depth geotechnical characterization of its subaqueous slopes. This lake experienced documented tsunamis in 1601 and 1687. Some of its slopes still bear sediment volumes with a potential for tsunamigenic failure. To identify such slopes, we interpreted available reflection seismic data and analyzed the bathymetric map. Then, we performed 152 dynamic Cone Penetration Tests with pore pressure measurement (CPTu) and retrieved 49 sediment cores at different locations in the lake. These data were used to characterize the failure-prone sediments and to evaluate the present-day static stability of subaqueous slopes. Obtained results allowed the definition of three classes of slopes in terms of static stability: unstable slopes, stable slopes close to the unstable state, and stable areas. Non-deltaic slopes with thicker unconsolidated fine-grained sediment drape and moderate-to-high slope gradients (> 5–10°) have the lowest Factor of Safety. In agreement with previous studies, the failure plane for the non-deltaic slopes is embedded within the fine-grained glaciolacustrine sediments. Deltaic slopes with prevailing coarse-grained sediments mostly appear statically stable. Finally, we generalized the measured undrained shear strength profiles [Formula: see text] into the depth-dependent power-law models. These models define the [Formula: see text] of Lake Lucerne’s sediments and can be applied to other lakes with similar sedimentation history. SUPPLEMENTARY INFORMATION: The online version contains supplementary material available at 10.1007/s11069-022-05310-1. Springer Netherlands 2022-03-29 2022 /pmc/articles/PMC9334397/ /pubmed/35915597 http://dx.doi.org/10.1007/s11069-022-05310-1 Text en © The Author(s) 2022 https://creativecommons.org/licenses/by/4.0/Open AccessThis article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) .
spellingShingle Original Paper
Shynkarenko, Anastasiia
Kremer, Katrina
Stegmann, Sylvia
Bergamo, Paolo
Lontsi, Agostiny Marrios
Roesner, Alexander
Hammerschmidt, Steffen
Kopf, Achim
Fäh, Donat
Geotechnical characterization and stability analysis of subaqueous slopes in Lake Lucerne (Switzerland)
title Geotechnical characterization and stability analysis of subaqueous slopes in Lake Lucerne (Switzerland)
title_full Geotechnical characterization and stability analysis of subaqueous slopes in Lake Lucerne (Switzerland)
title_fullStr Geotechnical characterization and stability analysis of subaqueous slopes in Lake Lucerne (Switzerland)
title_full_unstemmed Geotechnical characterization and stability analysis of subaqueous slopes in Lake Lucerne (Switzerland)
title_short Geotechnical characterization and stability analysis of subaqueous slopes in Lake Lucerne (Switzerland)
title_sort geotechnical characterization and stability analysis of subaqueous slopes in lake lucerne (switzerland)
topic Original Paper
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9334397/
https://www.ncbi.nlm.nih.gov/pubmed/35915597
http://dx.doi.org/10.1007/s11069-022-05310-1
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