1 |
International Society for Soil Mechanics and Foundation Engi-neering (ISSMFE) (1977), Subcommittee on Standardization for Europe, Report on the Penetration Test for Use in Europe
|
2 |
Konrad, J. -M and Law, K. T. (1987), 'Preconsolidation pressure from piezocone tests in marine clays', Geotechnique, 37(2), pp.177-190
DOI
ScienceOn
|
3 |
Kurup, P. U. and Dudani, N. K (2002), 'Neural networks for profiling stress history of clays from PCPT data', Journal of Geotechnical and Geoenvironmental Engineering, Vol.128, No.7, July, pp.569-579
DOI
ScienceOn
|
4 |
Chen, B. S. Y. and Mayne, P. W. (1996), 'Statistical relationships between piezocone measurementsand stress history of clays', Canadian Geotechnical Journal, 33, pp.488-498
DOI
ScienceOn
|
5 |
Chen, B. S. Y. (1994), Profiling stress history of clays using piezocone with dual pore pressure measurements, Ph.D. thesis, Georgia Institute of Technology, p.350
|
6 |
American Society for Testing & Materials (ASTM) (1979), Standard Method for Deep, Quasi-Static Cone andFriction-Cone Penetration Tests of Soil, D3441, American Society for Testing and Materials
|
7 |
Mayne, P. W. (1991), 'Determination of OCR in clays by PCPT using cavity expansion and critical state concepts', Soils and Foundations, 31(2), pp.65-76
DOI
|
8 |
장인성, 권오순, 정충기, 김명모 (2002), '피에조콘 관입시험 결과와 점성토의 과압밀비의 관계', 대한토목학회논문집, 제22권 6-C호, pp.651-659
|
9 |
이강운, 윤길림, 채영수 (2002), '해성점토지반에서 CPT를 이용한 응력이력(OCR, )의 산정', 한국지반공학회논문집, 제 18권 6호, pp.73-91
|
10 |
Casagrande, A. (1936), 'The determination of the preconsolidation load and its pratical significance', Proceeding of 1st International conference of soil mechanics and foundation Engineering, Cambridge 3, 60-64
|
11 |
김영상, 이승래, 김종수 (2002), '피에조콘을 이용한 연약지반선행압밀하중 결정의 인공신경망 이론 적용 연구', 대한토목학회논문집, 제22권 6-C호, pp.623-633
|