Abu-Farsakh, MY, Alshibli, K, Nazzal, M, and Seyman, E (2004).
Assessment of in-situ test technology for construction control of base courses and embankments. No. FHWA/LA. 04/389. Louisiana Transportation Research Center.
Byun, YH, and Lee, JS (2013) Instrumented dynamic cone penetrometer corrected with transferred energy into a cone tip: A laboratory study.
Geotechnical Testing Journal, Vol. 36, No. 4, pp. 533-542.
Byun, YH, Yoon, HK, Kim, YS, Hong, SS, and Lee, JS (2014) Active layer characterization by instrumented dynamic cone penetrometer in Ny-Alesund, Svalbard.
Cold Regions Science and Technology, Vol. 104–105, pp. 45-53.
De Mello, VF (1971). The standard penetration test: A state of the art report. Proceedings of the fourth Pan-American conference on soil mechanics and foundation engineering. San Juan, Puerto rico: pp. 1-86.
Hong, WT, Jung, YS, Lee, JS, and Byun, YH (2015) Development and application of TDR penetrometer for evaluation of soil water content of subsoil.
Journal of the Korean Geotechnical Society, Vol. 31, No. 2, pp. 39-46.
Jeong, SS, Hong, MH, and Kim, JH (2018) A wireless sensor network technique and its application in regional landslide monitoring.
Journal of the Korean Geotechnical Society, Vol. 34, No. 9, pp. 19-32.
Kim, J, Jeong, S, and Regueiro, RA (2012) Instability of partially saturated soil slopes due to alteration of rainfall pattern.
Engineering Geology, Vol. 147–148, pp. 28-36.
Kim, JH, Jeong, SS, Kim, YM, and Lee, KW (2013) Proposal of design method for landslides considering antecedent rainfall and in-situ matric suction.
Journal of the Korean Geotechnical Society, Vol. 29, No. 12, pp. 11-24.
Kim, S, Lee, JS, Hong, S, and Byun, YH (2016) Study on correlation between dynamic cone resistance and shear strength for frozen sand-silt mixtures under low confining stress.
Journal of the Korean Geoenvironmental Society, Vol. 17, No. 1, pp. 5-12.
Kim, SY, and Lee, JS (2019) Energy correction of dynamic cone penetration index for reliable evaluation of shear strength in frozen sand-silt mixtures.
Acta Geotechnica, pp. 1-15. 10.1007/s11440-019-00812-y.
Kim, SY, Hong, WT, and Lee, JS (2019) Role of the coefficient of uniformity on the California bearing ratio, penetration resistance, and small strain stiffness of coarse arctic soils.
Cold Regions Science and Technology, Vol. 160, pp. 230-241.
Lee, JS, Song, CG, Kim, HT, and Lee, SO (2015) Risk analysis considering the topography characteristics of debris flow occurrence area.
J Korean Soc Hazard Mitig, Vol. 15, No. 3, pp. 75-82.
Lee, JS, Hong, WT, Park, K, Hong, SS, Lee, SH, and Byun, YH (2018) Evaluation of water content in an active layer using penetration-type time domain reflectometry.
Applied Sciences, Vol. 8, No. 6, Article No. 935. 10.3390/app8060935.
Meyerhof, GG (1961) Compaction of sands and bearing capacity of piles.
Transactions of the American Society of Civil Engineers, Vol. 126, No. 1, pp. 1292-1322.
Mohammadi, SD, Nikoudel, MR, Rahimi, H, and Khamehchiyan, M (2008) Application of the dynamic cone penetrometer (DCP) for determination of the engineering parameters of sandy soils.
Engineering Geology, Vol. 101, No. 3–4, pp. 195-203.
O’Connor, KM, and Dowding, CH (1999).
Geomeasurements by pulsing TDR cables and probes. Boca Raton, FL: CRC Press.
Rahim, A, Prasad, SN, and George, KP (2004). Dynamic cone penetration resistance of soils: Theory and evaluation. In: Yegian MK, Kavazanjian E, eds.
Geotechnical engineering for transportation projects. p 1755-1766. Reston, VA: American Society of Civil Engineers.
Sawangsuriya, A, and Edil, T (2005). Investigation of DCP and SSG as alternative methods to determine subgrade stability.
Wisconsin Highway Research Program.
Shin, H (2014) FEM numerical formulation for debris flow.
Journal of the Korean Geotechnical Society, Vol. 30, No. 10, pp. 55-65.
Shin, H (2015) Evaluation of debris properties using numerical analysis for USGS debris flume tests.
J Korean Soc Hazard Mitig, Vol. 15, No. 3, pp. 215-221.
Sun, Y, Cheng, Q, Lin, J, Lammers, PS, Berg, A, Meng, F, et al (2011) Energy-based comparison between a dynamic cone penetrometer and a motor-operated static cone penetrometer.
Soil and Tillage Research, Vol. 115–116, pp. 105-109.
Topp, GC, Davis, JL, and Annan, AP (1980) Electromagnetic determination of soil water content: Measurements in coaxial transmission lines.
Water Resources Research, Vol. 16, No. 3, pp. 574-582.
Yune, CY, Jun, KJ, Kim, KS, Kim, GH, and Lee, SW (2010) Analysis of slope hazard-triggering rainfall characteristics in Gangwon Province by database construction.
Journal of the Korean Geotechnical Society, Vol. 26, No. 10, pp. 27-38.