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A semi-analytical undrained solution for cylindrical cavity expansion in K₀-consolidated anisotropic soils under plane stress condition

Author(s): (Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an University, Xi’an, China)
(Henan Province Key Laboratory of Geomechanics and Structural Engineering, North China University of Water Resources and Electric Power, Zhengzhou, China)
(Henan Provincial Communications Planning and Design Institute Co., LTD, Zhengzhou, China)
(Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an University, Xi’an, China)
(Key Laboratory of Traffic Tunnel Engineering of Ministry of Education, Southwest Jiaotong University, Chengdu, China)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering, , n. 2, v. 27
Page(s): 1-25
DOI: 10.1080/19648189.2022.2068654
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: 10.1080/19648189.2022.2068654.
  • About this
    data sheet
  • Reference-ID
    10663551
  • Published on:
    09/05/2022
  • Last updated on:
    21/03/2023
 
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