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Reliability-Based Analysis of Bearing Capacity of Strip Footings Considering Anisotropic Correlation of Spatially Varying Undrained Shear Strength

Author(s): (Lecturer, Institute of Engineering, Central Campus, Pulchowk, Lalitpur 44700, Nepal.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 5, v. 16
Page(s): 06016003
DOI: 10.1061/(asce)gm.1943-5622.0000638
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.1943-5622.0000638.
  • About this
    data sheet
  • Reference-ID
    10605316
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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