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Experimental study of the direct shear characteristics of cement grout under constant normal loading and stiffness boundary conditions

Author(s): (State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Xuzhou, China)
(State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Xuzhou, China)
(State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Xuzhou, China)
(State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Xuzhou, China)
(State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Xuzhou, China)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering, , n. 3, v. 28
Page(s): 1-18
DOI: 10.1080/19648189.2023.2222786
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: 10.1080/19648189.2023.2222786.
  • About this
    data sheet
  • Reference-ID
    10731446
  • Published on:
    04/08/2023
  • Last updated on:
    10/02/2024
 
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