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사질성 지반에서 이수식 쉴드 TBM 적용시 굴진면으로의 이수 침투특성에 대한 해석적 고찰 (Infiltration behaviour of the slurry into tunnel face during slurry shield tunnelling in sandy soil)

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: 10.9711/ktaj.2012.14.3.261.
  • About this
    data sheet
  • Reference-ID
    10394910
  • Published on:
    26/11/2019
  • Last updated on:
    26/11/2019
 
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