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Improved Equal- K Method for Evaluation of Stability of Gravity Dams against Sliding along Deep-Failure Surfaces in Foundation: Case Study in China

Author(s): (Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China.)
(Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author).)
(Associate Professor, College of Hydraulic & Environmental Engineering, China Three Gorges Univ., Yichang 443002, China.)
(Senior Engineer, Three Gorges Project Construction, State Council, Beijing 100038, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 16
Page(s): 06015007
DOI: 10.1061/(asce)gm.1943-5622.0000546
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.1943-5622.0000546.
  • About this
    data sheet
  • Reference-ID
    10605245
  • Published on:
    08/05/2021
  • Last updated on:
    09/07/2021
 
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