Engineering properties of stiff Bolders Bank glacial clay till from Cowden

Many Baltic, North, and Norwegian Sea oil, gas and offshore wind structures are founded on glacial tills, as are some US developments. This paper presents an overview of coordinated programmes of monotonic and cyclic laboratory testing on natural low-to-medium plasticity, high OCR, stiff Bolders Ban...

Full description

Bibliographic Details
Main Authors: Ushev, Emil R., Liu, Tingfa, Jardine, Richard J.
Format: Article in Journal/Newspaper
Language:English
Published: Society for Underwater Technology 2023
Subjects:
Online Access:https://hdl.handle.net/1983/70065be5-1e7c-4f2d-aed4-12ae1a163dc0
https://research-information.bris.ac.uk/en/publications/70065be5-1e7c-4f2d-aed4-12ae1a163dc0
https://research-information.bris.ac.uk/ws/files/381794314/Ushev_et_al._OSIG_2023.pdf
https://sut.org/books-and-conference-proceedings/offshore-site-investigation-and-geotechnics-2023-conference-proceedings/
id ftubristolcris:oai:research-information.bris.ac.uk:publications/70065be5-1e7c-4f2d-aed4-12ae1a163dc0
record_format openpolar
spelling ftubristolcris:oai:research-information.bris.ac.uk:publications/70065be5-1e7c-4f2d-aed4-12ae1a163dc0 2024-02-11T10:07:15+01:00 Engineering properties of stiff Bolders Bank glacial clay till from Cowden Ushev, Emil R. Liu, Tingfa Jardine, Richard J. 2023-09-14 application/pdf https://hdl.handle.net/1983/70065be5-1e7c-4f2d-aed4-12ae1a163dc0 https://research-information.bris.ac.uk/en/publications/70065be5-1e7c-4f2d-aed4-12ae1a163dc0 https://research-information.bris.ac.uk/ws/files/381794314/Ushev_et_al._OSIG_2023.pdf https://sut.org/books-and-conference-proceedings/offshore-site-investigation-and-geotechnics-2023-conference-proceedings/ eng eng Society for Underwater Technology info:eu-repo/semantics/openAccess Ushev , E R , Liu , T & Jardine , R J 2023 , Engineering properties of stiff Bolders Bank glacial clay till from Cowden . in Innovative Geotechnologies for Energy Transition : 9th International SUT Offshore Site Investigation and Geotechnics Conference . vol. 3 , Offshore Site Investigation and Geotechnics , Society for Underwater Technology , pp. 2145-2152 , 9th International SUT OSIG Conference , London , United Kingdom , 12/09/23 . < https://sut.org/books-and-conference-proceedings/offshore-site-investigation-and-geotechnics-2023-conference-proceedings/ > contributionToPeriodical 2023 ftubristolcris 2024-01-25T23:33:18Z Many Baltic, North, and Norwegian Sea oil, gas and offshore wind structures are founded on glacial tills, as are some US developments. This paper presents an overview of coordinated programmes of monotonic and cyclic laboratory testing on natural low-to-medium plasticity, high OCR, stiff Bolders Bank clay till. Profiles with depth of index properties, undrained shear strength and non-linear stiffness are compared with in-situ measure-ments and their effective pressure level dependency reported. The till’s stiffness anisotropy was investigated by high-resolution small-strain stress probing tests and through hollow cylinder apparatus (HCA) tests which also established its shear strength anisotropy, which is quite different to that of low OCR clays. The till’s cyclic re-sponse was characterised over a wide range of mean and cyclic shear stress combinations, identifying stable, metastable and unstable styles of strain accumulation and stiffness response that reflect the cyclic stress paths’ engagement with the till’s Kinematic Yield Surfaces (KYS) and proximity to its monotonic failure envelope. The experiments highlight new insights, including the till’s relatively stiff and strong response to horizontal loading, that have important practical implications and provide a basis for developing and calibrating more representative constitutive models for offshore analyses and designs at till sites. Article in Journal/Newspaper Norwegian Sea University of Bristol: Bristol Research Norwegian Sea
institution Open Polar
collection University of Bristol: Bristol Research
op_collection_id ftubristolcris
language English
description Many Baltic, North, and Norwegian Sea oil, gas and offshore wind structures are founded on glacial tills, as are some US developments. This paper presents an overview of coordinated programmes of monotonic and cyclic laboratory testing on natural low-to-medium plasticity, high OCR, stiff Bolders Bank clay till. Profiles with depth of index properties, undrained shear strength and non-linear stiffness are compared with in-situ measure-ments and their effective pressure level dependency reported. The till’s stiffness anisotropy was investigated by high-resolution small-strain stress probing tests and through hollow cylinder apparatus (HCA) tests which also established its shear strength anisotropy, which is quite different to that of low OCR clays. The till’s cyclic re-sponse was characterised over a wide range of mean and cyclic shear stress combinations, identifying stable, metastable and unstable styles of strain accumulation and stiffness response that reflect the cyclic stress paths’ engagement with the till’s Kinematic Yield Surfaces (KYS) and proximity to its monotonic failure envelope. The experiments highlight new insights, including the till’s relatively stiff and strong response to horizontal loading, that have important practical implications and provide a basis for developing and calibrating more representative constitutive models for offshore analyses and designs at till sites.
format Article in Journal/Newspaper
author Ushev, Emil R.
Liu, Tingfa
Jardine, Richard J.
spellingShingle Ushev, Emil R.
Liu, Tingfa
Jardine, Richard J.
Engineering properties of stiff Bolders Bank glacial clay till from Cowden
author_facet Ushev, Emil R.
Liu, Tingfa
Jardine, Richard J.
author_sort Ushev, Emil R.
title Engineering properties of stiff Bolders Bank glacial clay till from Cowden
title_short Engineering properties of stiff Bolders Bank glacial clay till from Cowden
title_full Engineering properties of stiff Bolders Bank glacial clay till from Cowden
title_fullStr Engineering properties of stiff Bolders Bank glacial clay till from Cowden
title_full_unstemmed Engineering properties of stiff Bolders Bank glacial clay till from Cowden
title_sort engineering properties of stiff bolders bank glacial clay till from cowden
publisher Society for Underwater Technology
publishDate 2023
url https://hdl.handle.net/1983/70065be5-1e7c-4f2d-aed4-12ae1a163dc0
https://research-information.bris.ac.uk/en/publications/70065be5-1e7c-4f2d-aed4-12ae1a163dc0
https://research-information.bris.ac.uk/ws/files/381794314/Ushev_et_al._OSIG_2023.pdf
https://sut.org/books-and-conference-proceedings/offshore-site-investigation-and-geotechnics-2023-conference-proceedings/
geographic Norwegian Sea
geographic_facet Norwegian Sea
genre Norwegian Sea
genre_facet Norwegian Sea
op_source Ushev , E R , Liu , T & Jardine , R J 2023 , Engineering properties of stiff Bolders Bank glacial clay till from Cowden . in Innovative Geotechnologies for Energy Transition : 9th International SUT Offshore Site Investigation and Geotechnics Conference . vol. 3 , Offshore Site Investigation and Geotechnics , Society for Underwater Technology , pp. 2145-2152 , 9th International SUT OSIG Conference , London , United Kingdom , 12/09/23 . < https://sut.org/books-and-conference-proceedings/offshore-site-investigation-and-geotechnics-2023-conference-proceedings/ >
op_rights info:eu-repo/semantics/openAccess
_version_ 1790605447937392640