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Undrained Bearing Capacity of Strip Footing near Slopes Considering the Orientation of Strength Increase

Author(s): (Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., 1 Xikang Rd., Nanjing, Jiangsu 210098, China.)
(Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., 1 Xikang Rd., Nanjing, Jiangsu 210098, China.)
(Lecturer, School of Civil Engineering, Shenyang Jianzhu (Architecture and Engineering) Univ., 9 Hunnan East Rd., Shenyang, Liaoning 110819, China.)
(Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Geotechnical Research Institute, Hohai Univ., 1 Xikang Rd., Nanjing, Jiangsu 210098, China (corresponding author).)
ORCID (Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., 1 Xikang Rd., Nanjing, Jiangsu 210098, China)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 7, v. 21
Page(s): 06021016
DOI: 10.1061/(asce)gm.1943-5622.0002088
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.1943-5622.0002088.
  • About this
    data sheet
  • Reference-ID
    10606735
  • Published on:
    08/05/2021
  • Last updated on:
    26/08/2021
 
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