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실내모형시험을 통한 점성토 지반의 토피고에 따른 지표침하 특성연구 (A study on surface settlement characteristics according to the cohesive soil depth through laboratory model tests)

Author(s):



Medium: journal article
Language(s): Korean
Published in: Journal of Korean Tunnelling and Underground Space Association (한국터널지하공간학회 논문집), , n. 6, v. 16
Page(s): 507-520
DOI: 10.9711/ktaj.2014.16.6.507
Abstract: In this study, the surface displacement was investigated according to the various depth of cover when the tunnel excavation equipment was used in a clay soil. For this the laboratory scaled model test was carried out using the soil sample similar to the in-situ conditions. We carried out four tests according to tunnel depth(1.5D, 2.0D, 2.5D, 3.0D). The distribution of impact due to tunnelling was quantitatively analyzed in the three-dimension by measuring the surface displacement. In addition, the pattern of surface displacements was figured out.
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.2014.16.6.507.
  • About this
    data sheet
  • Reference-ID
    10394695
  • Published on:
    04/01/2020
  • Last updated on:
    24/01/2020
 
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