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Rankine Theory-Based Approach for Stability Analysis of Slurry Trenches

Author(s): (Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.)
(M.Sc. Student, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.)
(Reader, School of Engineering, Cardiff Univ., Cardiff CF24 3AA, UK (corresponding author).)
(Research Fellow, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 11, v. 18
Page(s): 06018029
DOI: 10.1061/(asce)gm.1943-5622.0001288
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.1943-5622.0001288.
  • About this
    data sheet
  • Reference-ID
    10605965
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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