References
- 변위용, 김영상, 이승래 (2004a), 'Flat DMT를 이용한 국내 연약 지반의 비배수 전단강도 추정 시 영향을 미치는 요소들', 한국지반공학회논문집, 제20권, 제4호, pp.103-113
- 변위용, 김영상, 이승래, 정은택 (2004b), '국내 연약지반의 신뢰성있는 비배수 전단강도 추정을 위한 flat DMT와 인공신경망 이론의 적용', 한국지반공학회논문집, 제20권, 제5호, pp.17-25
- Campanella, R G., Robertson, P. K, Gillespire, D. and Grieg, J. (1985), 'Recent Developments in In-Situ Testing of Soils', Proceedings, 11th International Conference on Soil Mechanics and Foundation Engineering, Vol.2, San Francisco, pp.849-854
- Campanella, R G. and Robertson, P. K (1991), 'Use and interpretation of a research dilatometer', Can. Geotech. J., Vol.28, No.1, pp.113-126 https://doi.org/10.1139/t91-012
- Hamel, V., Roelandt, J. M., Gacel, J. N. and Schmit, F. (2000), 'Finite element modeling of clinch forming with automatic remeshing', Computers & Structures, Vol.77, No.2, pp.185-200 https://doi.org/10.1016/S0045-7949(99)00207-2
- Hibbit, Karlsson and Sorensen, Inc. (2005), ABAQUS/Explicit User's Manual. Version. 6.5
- Hyun, S. and Lindgren, L. (2001), 'Smoothing and adaptive remeshing schemes for graded element', Communications in Numerical Methods in Engineering, Vol.17, pp.1-17 https://doi.org/10.1002/1099-0887(200101)17:1<1::AID-CNM380>3.0.CO;2-#
- Kamei, T. and Iwasaki, K. (1995), 'Evaluation of undrained shear strength of cohesive soils using a flat dilatometer', Soils and Foundations, Vol.35, No.2, pp.111-116
- Ladd, C. C., Foot, R, Ishihara, K., Poulos, H. G. and Schlosser, F. (1977), 'Stress-deformation and strength characteristics', Proc. 9th ICSMFE, Vol.2, State-of-the-Art-Paper, pp.421-494
- Marchetti, S. (1980), 'In situ tests by flat dilatorneter', Journal of Geotechnical Engineering, ASCE, Vol.106, No.GT3, pp.299-321
- Marchetti, S., Monaco, P., Totani, G. and Calabrese, M. (2001), 'The flat dilatometer test (DMT) in soil investigations. A Report by the ISSMGE Committee TC 16.', Proc. IN SITU 2001, Intnl. Conf. On In Situ Measurement of Soil Properties, Bali Indonesia, pp.1-41
- Mayne, P. W. (1987), 'Determining preconsolidation stress and penetration pore pressures from DMT contact pressures', Geotechnical Testing Journal, Vol.1, No.3, pp.146-150
- Mayne, P. W. and Bachus, R. C. (1989), 'Penetration Pore Pressure in Clay by CPTU, DMT, and SBP', Proceedings, 12th International Conference on Soil Mechanics and Foundation Engineering, Vol.1, Rio de Janeiro, pp.291-294
- Mesri, G. (1975), Discussion of 'New design procedure for stability of soft clays' by Ladd, C.C., Foott, R., Journal of the Geotechnical Engineering Division, ASCE, Vol.101, No.GT4, pp.409-412
- Rebelo, N., Nagtegaal, J. C. and Taylor, L. M. (1992), 'Comparison of implicit and explicit finite element methods in the simulation of metal forming processes', In Numerical Methods in Industrial Forming Processes, Chenot, Wood, Zienkiewicz eds., pp.99-108
- Sun, J. S., Lee, K H. and Lee, H. P. (2000), 'Comparison of implicit and explicit finite element methods for dynamic problems', Journal of Materials Processing Technology, Vol.105, No.1, pp.110-118 https://doi.org/10.1016/S0924-0136(00)00580-X
- Susila, E. and Hryciw, R. D. (2003), 'Large displacement FEM modeling of the cone penetration test (CPT) in normally con. solidated sand', Int. J Numer. Anal. Meth. Geomech., Vol.27, No.7, pp.585-602 https://doi.org/10.1002/nag.287
- Teh, C. I. and Houlsby, G. T. (1991), 'An analytical study of the cone penetration test in clay', Geotechnique, Vol.41, No.1, pp.17-34 https://doi.org/10.1680/geot.1991.41.1.17