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Interface shear strength between geosynthetic clay liner and covering soil on the embankment of an irrigation pond and stability evaluation of its widened sections

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: 10.1016/j.sandf.2017.03.007.
  • About this
    data sheet
  • Reference-ID
    10537557
  • Published on:
    01/01/2021
  • Last updated on:
    19/02/2021
 
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