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Ultimate bearing capacity of intact rocks at tip of large-diameter rock-socketed piles considering internal micro-cracks

Author(s): (Key of Laboratory for Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China)
ORCID (Key of Laboratory for Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China)
(Key of Laboratory for Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering, , n. 5, v. 28
Page(s): 1-18
DOI: 10.1080/19648189.2023.2242902
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: 10.1080/19648189.2023.2242902.
  • About this
    data sheet
  • Reference-ID
    10743439
  • Published on:
    28/10/2023
  • Last updated on:
    15/03/2024
 
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