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Improved Analytical Soil Arching Model for the Design of Piled Embankments

Author(s): (Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.)
ORCID (Professor, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China (corresponding author))
(Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 21
Page(s): 04020261
DOI: 10.1061/(asce)gm.1943-5622.0001929
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.1943-5622.0001929.
  • About this
    data sheet
  • Reference-ID
    10606620
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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