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NTIS 바로가기지질공학 = The journal of engineering geology, v.31 no.4, 2021년, pp.541 - 547
채휘영 ((주)지오메카이엔지) , 권순달 ((주)지오메카이엔지)
To assess the stability of a slope and the likelihood of its loss or collapse requires information about the ground, such as the composition of the stratum and its mechanical characteristics. This information is generally gathered through standard penetration testing (SPT) and cone penetration testi...
ASTM (American Society for Testing and Materials), 2001, Standard test method for use of the dynamic cone penetrometer in shallow pavement applications, ASTM D 6951-03, Retrieved from http://www.astm.org/.
Daniel, C.R., Howie, J.A., 2003, A method for correlation large penetration test (LPT) to standard penetration test (SPT) blow counts, Canadian Geotechnical Journal, 40(1), 66-77.
Langton, D.D., 1999, The panda lightweight penetrometer for soil investigation and monitoring material compaction, Ground Engineering, 32(9), 33-37.
Lee, B.J., Lee, J.K., 2014, Correlation analysis between DCPT value and SPT value, Journal of the Korean Geo-Environmental Society, 15(8), 23-30 (in Korean with English abstract).
Oh, H.J., 2009, Reliability analysis and resistance characteristics of dynamic cone penetration test according to ground characteristics, Master's thesis, Chungju National University, 1-15 (in Korean).
Pile Dynamics, 2015, Manual for the SPT analyzer system, Retrieved from http://pile.com.
Scala, A.J., 1956, Simple methods of flexible pavement design using cone penetrometers, Proceedings of the 2nd Australia New Zealand Conference on Soil Mechanics and Foundation Engineering, Christchurch, 73-84.
TxDOT, 2012, Geotechnical manual, Manual Notice 2012-1, Texas Department of Transportation, Texas, 3-1~3-5.
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