High strain rate behaviour of cohesive soils

Van Lerberghe, A. orcid.org/0000-0003-4537-4324, Li, K.S.O., Barr, A.D. orcid.org/0000-0002-8240-6412 et al. (1 more author) (2025) High strain rate behaviour of cohesive soils. International Journal of Impact Engineering, 198. 105189. ISSN 0734-743X

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Item Type: Article
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© 2024 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/ ).

Keywords: High strain rate testing; Split-Hopkinson pressure bar; Cohesive soils; Kaolin clay; LS-DYNA modelling; Smooth particle hydrodynamics
Dates:
  • Published: April 2025
  • Published (online): 29 November 2024
  • Accepted: 23 November 2024
  • Submitted: 3 April 2024
Institution: The University of Sheffield
Academic Units: The University of Sheffield > Faculty of Engineering (Sheffield) > School of Mechanical, Aerospace and Civil Engineering
Depositing User: Symplectic Sheffield
Date Deposited: 09 Jan 2025 10:25
Last Modified: 09 Jan 2025 10:27
Status: Published
Publisher: Elsevier BV
Refereed: Yes
Identification Number: 10.1016/j.ijimpeng.2024.105189
Open Archives Initiative ID (OAI ID):

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