1 |
An, J. H., Yang, S. L., Park, H. M. and Kwon, S. A. (2004), Application of the dynamic cone penetrometer for strength estimation of pavement foundation, International Journal Highway Engineering, Vol. 8, No. 4, pp. 75-85 (in Korean).
|
2 |
Bowles, J. E. (1997), Foundation analysis and design (5th edition), McGraw-Hill N.Y., pp. 155-198.
|
3 |
Daniel, C. R. and Howie, J. A. (2003), A method for correlation large penetration test (LPT) to standard penetration test (SPT) blow counts, Canadian Geotechnical Journal, Vol. 40, No. 1, pp. 66-77.
DOI
ScienceOn
|
4 |
Khan, I. H. (2005), Textbook of geotechnical engineering, Prentice-Hall of India, pp. 194-195.
|
5 |
Langton, D. D. (1999), The panda lightweight penetrometer for soil investigation and monitoring material compaction, Ground Engineering, Vol. 32, Issue 9, pp. 33-37.
|
6 |
Oh, H. J. (2009), Reliability analysis and resistance characteristics of dynamic cone penetration test according to ground characteristics, Master's thesis, Chungju National University, pp. 1-15 (in Korean).
|
7 |
Som, N. N. and Das, S. C. (2004), Theory and practice of foundation design, Prentice-Hall of India, pp. 41-50.
|
8 |
TxDOT (2012), Geotechnical manual, Manual Notice 2012-1, Texas Department of Transportation, Texas, pp. 3-1-3-5.
|
9 |
Webster, S. L., Grau, R. H. and Williams, R. P. (1992), Description and application of dual mass dynamic cone penetrometer, Instruction Report, No. GL-92-3, U.S Army Engineer Waterways Experiment Station, pp. 42-50.
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