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Influence of Dilation Angle on Drained Shallow Circular Anchor Uplift Capacity

Author(s): (Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Rhode Island, Kingston, RI 02881 (corresponding author).)
(Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Rhode Island, Kingston, RI 02881.)
(Civil Engineer, Ocean Facilities Dept., 1100 23rd Ave., NAVFAC EXWC, Port Hueneme, CA 93043.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 2, v. 17
Page(s): 04016056
DOI: 10.1061/(asce)gm.1943-5622.0000725
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.1943-5622.0000725.
  • About this
    data sheet
  • Reference-ID
    10605416
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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