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Reliability Analysis of 3D Rockfill Dam Slope Stability Based on the Copula Function

Author(s): (School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China.)
(State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author).)
(State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.)
(State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.)
(School of Water Conservancy Engineering, Zhengzhou Univ., Zhengzhou 450001, China.)
(State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 21
Page(s): 04021001
DOI: 10.1061/(asce)gm.1943-5622.0001932
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.1943-5622.0001932.
  • About this
    data sheet
  • Reference-ID
    10606639
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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