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Postconstruction Settlement Prediction of High Embankment of Silty Clay at Chengde Airport Based on One-Dimensional Creep Analytical Method: Case Study

Author(s): (Professor, Dept. of Civil Engineering, Beihang Univ., Beijing 100191, China.)
(Graduate Student, Dept. of Civil Engineering, Beihang Univ., Beijing 100191, China.)
(Graduate Student, Dept. of Civil Engineering, Beihang Univ., Beijing 100191, China.)
(Associate Professor, Dept. of Civil Engineering, Beihang Univ., Beijing 100191, China (corresponding author).)
(Senior Engineer, China Airport Construction Group Corporation, Beijing 100101, China.)
(Engineer, China Airport Construction Group Corporation, Beijing 100101, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 7, v. 18
Page(s): 05018004
DOI: 10.1061/(asce)gm.1943-5622.0001191
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.1943-5622.0001191.
  • About this
    data sheet
  • Reference-ID
    10605868
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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