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2021 Vol.31, Issue 4 Preview Page

Research Article

31 December 2021. pp. 541-547
Abstract
References
1
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/.
2
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. 10.1139/t02-094
3
Langton, D.D., 1999, The panda lightweight penetrometer for soil investigation and monitoring material compaction, Ground Engineering, 32(9), 33-37.
4
Lee, B.J., Lee, J.K., 2014, Correlation analysis between DCPT value and SPT value, Journal of the Korean Geo-EnvironSociety, 15(8), 23-30 (in Korean with English abstract). 10.14481/jkges.2014.15.8.23
5
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).
6
Pile Dynamics, 2015, Manual for the SPT analyzer system, Retrieved from http://pile.com.
7
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.
8
TxDOT, 2012, Geotechnical manual, Manual Notice 2012-1, Texas Department of Transportation, Texas, 3-1~3-5.
Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 31
  • No :4
  • Pages :541-547
  • Received Date :2021. 10. 18
  • Revised Date :2021. 11. 18
  • Accepted Date : 2021. 11. 22