References
- Kim, D. S., Ko, G. B., Kim, Y. S., Bang, E. S., Shin, H. O., Yoon, J. S., Lee, Y. R., and Chang, H. S. (2005), "A Comparison Study of Borehole Seismic Test through Round Robin Test", KGS spring conference 2005 special session, pp.73-88.
- Kim, J. H. and Lee, M. J. (2006), "Inversion of geophysical data for time variable underground model", Proceeding of 2006 KSEG and KGS Joint Conference, Daejeon University, pp.117-122.
- Bang, E. S., Kim, D. S., and Yoon, J. K. (2006), "Refinement of Interpretation Method for Reliable VS profiling in Downhole Seismic Method", Journal of KSCE, Vol.26, No.3c, pp.157-170.
- Bang, E. S., Lee, S. H., Kim, J. T., and Kim, D. S. (2007), "A Study of Obtaining Reliable Travel Time Information in Downhole Seismic Method", Journal of Korean Geotechnical Society(KGS), Vol.23, No.8, pp.1-17.
- Lee, T. S. et al.(2002), Guideline for geophysical survey, Electrical Prospecting, Korean Society of Exploration Geophysics, pp.111-128.
-
$DIPRO^{TM}$ Version 4.01 (2001), Processing and interpretation software for electrical resistivity data. Korea Institute of Geoscience and Mineral Resources (KIGAM), Daejeon, South Korea. - Fukue, M., Minato, T., Matsumoto, M., Horibe H., and Taya N. (2001), "Use of a resistivity cone for detecting contaminated soil layers", Engineering Geology, Vol.60, pp.361-369. https://doi.org/10.1016/S0013-7952(00)00116-2
- Kamei, T. and Iwasaki, K. (1995), "Evaluation of undrained shear strength of cohesive soils using a Flat Dilatometer", Soils and Foundations, Vol.35, No.2, June, pp.111-116.
- Kim, D. S., Bang, E. S., and Kim, W. C. (2004), "Evaluation of various downhole data reduction methods to obtain reliable Vs profile", Geotechnical Testing Journal, Vol.27, No.6, pp.585-597.
- Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997), "Cone Penetration Testing in Geotechnical Practice", Blackie Academic and Professional, p.312.
- Liao, T. (2005), "Post processing of cone penetration data assessing seismic ground hazards, with application to the new madrid seismic zone", Ph. D. dissertation, Georgia Institute of Technology.
- Marchetti, S. (1980), "In situ tests by flat dilatometer", ASCE Journal of Geotechnical Engineering Division, Vol.106, GT3: pp.299-321.
- Marchetti, S., Monaco, P., Totani, G., and Calabrese, M. (2001), "The Flat Dilatometer Test (DMT) in Soil Investigations" A Report by the ISSMGE Committee TC16. Proc. IN SITU 2001, Intnl. Conf. On In situ Measurement of Soil Properties, Bali, Indonesia, pp.41.
- Maugeri, M. and Monaco, P. (2006), "Liquefaction Potential Evaluation by SDMT", Proc. Second International Conf. on the Flat Dilatometer, Washington DC, pp.295-305.
- Mayne, P. W. (1992), Discussion of "Interpretation of OCR from In Situ Tests in Recent Clay Deposits in Singapore and Malaysia", Canadian Geotechnical Journal, Vol.29, No.1, pp.166-167. https://doi.org/10.1139/t92-019
- Mayne, P. W. (2000), "Enhanced Geotechnical Site Characterization by Seismic Piezocone Penetration Tests", Invited Lecture, Fourth International Geotechnical Conference, Cairo University, pp.95-120.
- Mayne, P. W., Christopher, B. R., and DeJong, J. (2001), Manual on Subsurface Investigations, National Highway Institute, Publication No. FHWA NHI-01-031, Federal Highway Administration, Washinton, DC.
- Robertson, P. K. (1990), "Soil Classification using the cone penetration test", Canadian Geotechnical Journal, Vol.27, No.1, pp.151-158. https://doi.org/10.1139/t90-014
Cited by
- Estimation of undrained shear strength for saturated clay using shear wave velocity vol.35, pp.2, 2017, https://doi.org/10.1080/1064119X.2016.1140855