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2020 Vol.30, Issue 4 Preview Page

Research Article

December 2020. pp. 673-682
Abstract
References
1
BAI (The Board of Audit and Inspection of Korea), 2019, Safety management status for steep slope of disaster risk, 19p.
2
Hongcheon National Highway Administer Office, 2019, Precision safety diagnosis for Class 2 facilities on Hongcheon.
3
KICT (Korea Institute of Civil Engineering and Building Techology), 2019, Analysis of slope stability reinforced anchor.
4
Lee, S.D., 2017, Soil mechanics, 5th ed., CIR, 57-104.
5
MOLIT (Ministry of Land, Transport and Maritime Affairs), 2009, Maintenance manual for ground anchors, 86-101.
6
MOLIT (Ministry of Land, Transport and Maritime Affairs), 2011, Criteria for design of cut-slope in construction, 37-45.
7
You, M.K., Kwon, O.I., Lee, S.D., 2018, A study on the change of tensile force of friction type anchor under shear deformation of ground, Journal of the Korean Geotechnical Society, 34(4), 13-25 (in Korean with English abstract).
Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 30
  • No :4
  • Pages :673-682
  • Received Date :2020. 12. 07
  • Revised Date :2020. 12. 11
  • Accepted Date : 2020. 12. 14