All Issue

2020 Vol.30, Issue 1

Research Article


March 2020. pp. 1-15
Abstract


References
1 
An, J.S., Kang, K.N., Song, K.I., Kim, B.C., 2019, A numerical study on the influence of small underground cavities for estimation of slope safety factor, Journal of Korean Tunnelling and Underground Space Association, 21(5), 621-640 (in Korean with English abstract).
2 
Brinkgreve, R.B.J., Engin, E., Swolfs, W.M., 2016, Plaxis 2D manual, Rotterdam, Netherlands, Balkema.
3 
Celik, S., 2017, Comparison of Mohr-Coulomb and hardening soil models' numerical estimation of ground surface settlement caused by tunneling, Iğdır University Journal of the Institute of Science and Technology, 7(4), 95-102.
10.21597/jist.2017.202
4 
Choi, G.N., Yoo, C.S., 2011, Urban excavation-induced ground movement in water bearing ground using stress-pore pressure coupled analysis, Journal of the Korean Geotechnical Society, 27(5), 17-31 (in Korean with English abstract).
10.7843/kgs.2011.27.5.017
5 
Duncan, J.M., Chang, C.Y., 1970, Nonlinear analysis of stress and strain in soils, Journal of the Soil Mechanics and Foundations Division, 96(5), 1629-1653.
6 
Han, Y., Sohn, H.J., Yoo, K.C., 2016, Relationship analysis of volumetric water content according to the dielectric constant for stability analysis of ground excavation, Geophysics and Geophysical Exploration, 19(3), 153-163 (in Korean with English abstract).
10.7582/GGE.2016.19.3.153
7 
Hsieh, P.G., Ou, C.Y., 1997, Use of the modified hyperbolic model in excavation analysis under undrained condition, Geotechnical Engineering, 28(2), 123-150.
8 
Obrzud, R.F., 2010, On the use of the hardening soil small strain model in geotechnical practice, Numerics in Geotechnics and Structures, 15-32.
9 
Schweiger, H.F., 2009, Influence of constitutive model and EC7 design approach in FEM analysis of deep excavations, Proceedings of the ISSMGE International Seminar on Deep Excavations and Retaining Structures, Budapest, 99-114.
10 
Seong, J.H., Jung, S.H., Shin, J.Y., 2011, A study for safety management on ground excavation by analysis of accident events, Journal of the Korea Institute for Structural Maintenance and Inspection, 15(6), 175-183 (in Korean with English abstract).
10.11112/jksmi.2011.15.6.175
11 
Yong, C.C., Oh, E., 2016, Modelling ground response for deep excavation in soft ground, International Journal, 11(26), 2633-2642.
10.21660/2016.26.38555
12 
Yoo, C.S., Na, S.M., Lee, J.G., Jang, D.W., 2010, Numerical investigation on the behavior of braced excavation supported by steel pipe struts, Journal of the Korean Geotechnical Society, 26(6), 45-56 (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 :1
  • Pages :1-15
  • Received Date :2020. 01. 09
  • Accepted Date : 2020. 02. 05