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2018 Vol.34, Issue 11 Preview Page

Research Article

30 November 2018. pp. 93-105
Abstract
References
1
Boit, M.A. (1941), General Theory of Three-dimensional Consolidation, ASCE, Vol.113, pp.718-754.
2
Decagon Devices, Inc. (2016), GS3 Water Content, EC and Temperature Sensors Operator's Manual, pp.9.
3
Endres, A. L., Clement, W. P., and Rudolph, D. L. (2000), Ground Penetrating radar imaging of an aquifer during a pumping test, Ground Water, 38, pp.566-576.
4
Hagrey, S. A. and Müller, C. (2000), GPR study of pore water content and salinity in sand, Geophysical Prospecting, 48, pp.63-85.
5
Kim, B. W. and Kim, H. S. (2013), Estimation of Groundwater Table using Ground Penetration Radar (GPR) in a Sand Tank Model and at an Alluvial Field Site, The Journal of Engineering Geology, 23, pp.201-216.
6
KISTEC (2010), A research for establishing safety management standards on neighboring facilities in accordance with ground excavation, Korea Infrastructure Safety & Technology Corporation, pp.77-214.
7
Korean Society of Earth and Exploration Geophysicists (2011), Practical Guidelines for Geophysical Exploration Hanrimwon, pp. 397 (In Korean).
8
Kuroda, S., Jang, H., and Kim, H. J. (2009), Time-lapse borehole rata monitoring of an infiltration experiment in the vadose zone, Journal of Applied Geophysics, 67, pp.361-366.
9
Lambe, T. W. (1958), The engineering behavior of compacted clay, J. Soil Mech. Found. Div., ASCE, 84, No.SM2, pp.1-34.
10
Lu, Q. and Sato, M. (2004), Estimation of hydraulic property of unconfined aquifer by GPR, Proceedings of the Tenth International Conference on, pp.715-718.
11
MIDAS Information Technology Co., Ltd. (2015), GTS NX V250 - Online Manual (In Korean).
12
NAVFC (1971), Design Manual-Soil Mechanics, Foundation, and Earth structures, NAVFAC DM-7, U.S. Department of the Navy, Washington D.C.
13
Pyke, K., Eyuboglu, S., Daniels, J. J., and Vendl, M. (2008), A Controlled Experiment to Determine the Water Table Response Using Ground Penetrating Radar, Journal of Environmental and Engineering Geophysics, 13, pp.335-342.
14
Rosco, K.H. and Schofield, A.N. (1963), Mechanical Behavior of an Idealized Wet Clays, Proc. 2nd European Conf. Soil Mech, Wiebaden, Vol.1, pp.47-54.
15
Rosco, K.H. and Burland, J. B. (1968), On the generalized stress- strain behaviour of wet clay, Engineering Plasticity, Cambridge Univ. Press, pp.535-609.
16
Han, Y. and Yoo, K.C. (2017), A Study on the Change of Electrical Characteristics of Sand, Journal of Korean Society of Disaster & Security, Vol.10, No.1, pp.61-66 (In Korean).
17
Han, Y. (2018), Proposal of the Development Direction on the Special Act on Underground Safety Management for Preparation of the Proactive Underground Safety Management System, Journal of the Korean Geotechnical Society, Vol.34, No.7, pp.17-27 (In Korean).
Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 34
  • No :11
  • Pages :93-105
  • Received Date : 2018-11-06
  • Revised Date : 2018-11-28
  • Accepted Date : 2018-11-28