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Solution of the Ultimate Bearing Capacity at the Tip of a Pile in Anisotropic Discontinuous Rock Mass Based on the Hoek–Brown Criterion

Author(s): (College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, PR China.)
(College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, PR China.)
(College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, PR China.)
ORCID (Departamento de Ingeniería y Morfología del Terreno, Universidad Politécnica de Madrid, C/Profesor Aragunren s/n, Madrid 28040, Spain (corresponding author))
(Dept. of Engineering and Construction, China Railway 16 Bureau Group Beijing Metro Engineering Construction Co. Ltd., Beijing 101100, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 2, v. 21
Page(s): 04020254
DOI: 10.1061/(asce)gm.1943-5622.0001919
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: 10.1061/(asce)gm.1943-5622.0001919.
  • About this
    data sheet
  • Reference-ID
    10606597
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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