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Undrained Bearing Capacity of Two Strip Footings on a Spatially Variable Soil with Linearly Increasing Mean Strength

Author(s): (Doctoral Candidate, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.)
(Professor, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).)
(Professor, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.)
(Doctoral Candidate, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 2, v. 21
Page(s): 06020037
DOI: 10.1061/(asce)gm.1943-5622.0001904
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.1943-5622.0001904.
  • About this
    data sheet
  • Reference-ID
    10606592
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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