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Step-changed strain rate effect on the mechanical properties of undisturbed expansive clay

Author(s): (School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, P. R. China)
(School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, P. R. China)
(School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, P. R. China)
(School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, P. R. China)
(School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, P. R. China)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering, , n. 1, v. 28
Page(s): 1-15
DOI: 10.1080/19648189.2023.2199841
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/19648189.2023.2199841.
  • About this
    data sheet
  • Reference-ID
    10726257
  • Published on:
    30/05/2023
  • Last updated on:
    14/01/2024
 
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