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Behavior of Geotextile-Reinforced Clay with a Coarse Material Sandwich Technique under Unconsolidated-Undrained Triaxial Compression

Author(s): (Associate Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, 43, Sec. 4, Keelung Rd., Taipei 106, Taiwan (corresponding author).)
(Lecturer, Faculty of Civil and Water Resources Engineering, Bahir Dar Univ., P.O. Box 26, Bahir Dar, Ethiopia.)
(Lecturer, Dept. of Soil Mechanics and Foundations, Univ. of Technology and Education, Ho Chi Minh City, Vietnam.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 16
Page(s): 04015083
DOI: 10.1061/(asce)gm.1943-5622.0000611
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.1943-5622.0000611.
  • About this
    data sheet
  • Reference-ID
    10605270
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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