참고문헌
- Baldi, G., Bellotti, R., Ghionna, V., Jamiolkowski, M., Marchetti, S., and Pasqualini, E. (1986), "Flat dilatometer tests in calibration chamber", Use of In Situ Tests in Geotechnical Engineering, GSP 6, ASCE, pp.431-446.
- Baldi, G., Bellotti, R., Ghionna, V.N., Jamiolkowski, M. and Lo Presti, D.F.C. (1988), "Modulus of sands from CPTs and DMTs", Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Vol.1, pp.165-170.
- Been, K., and Jefferies, M.G. (1985), "A state parameter for sands", Geotechnique, Vol.35, No.2, pp.99-112. https://doi.org/10.1680/geot.1985.35.2.99
- Been, K., Crooks, J.H.A., Becker, D.E., and Jefferies, M.G. (1986), "The cone penetration test in sands: Part I. State parameter interpretation", Geotechnique, Vol.36, No.2, pp.239-249. https://doi.org/10.1680/geot.1986.36.2.239
- Been, K., Jefferies, M.G., Crooks, J.H.A., and Rothenburg, L. (1987), "The cone penetration test in sands: Part II. General inference of state", Geotechnique, Vol.37, No.3, pp.285-299. https://doi.org/10.1680/geot.1987.37.3.285
- Bellotti, R., Fretti, C., Jamiolkowski, M., and Tanizawa, F. (1994), "Flat dilatometer tests in Toyoura sand", Proceedings of 13th International Conference on Soil Mechanics and Foundation Engineering, New Delhi, India, Vol.4, pp.1779-1782.
- Campanella, R.G. and Robertson, P.K. (1991), "Use and interpretation of a research dilatometer", Canadian Geotechnical Journal, Vol.28, No.1, pp.113-126. https://doi.org/10.1139/t91-012
- Choi, S.K, Lee, M.J., Choo, H.W., Tumay, M.T. and Lee, W.J. (2010), "Preparation of a lagre size granular specimen using a rainer system with a porous plate", Geotechnical Testing Journal, Vol.33, No.1, pp.1-10.
- Clayton, C.R.I., Hababa, M.B., and Simons, N.E. (1985), "Dynamic penetration resistance and the prediction of the compressibility of a fine-grained sand - a laboratory study", Geotechnique, Vol.35, No.1, pp.19-31. https://doi.org/10.1680/geot.1985.35.1.19
- Cubrinovski, M., and Ishihara, K. (1999), "Empirical correlation between SPT N-value and relative density of sandy soils", Soils and Foundations, Vol.39, No.5, pp.61-71. https://doi.org/10.3208/sandf.39.5_61
- Jamiolkowski, M., Ladd, C.C., Germaine, J.T. and Lancellotta, R. (1985), "New Developments in Field and Laboratory Testing of Soils", Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, pp.57-153.
- Jamiolkowski, M., Lo Presti, D.C.F. and Manassero, M. (2003), "Evaluation of relative density and shear strength of sands from CPT and DMT", Soil Behavior and Soft Ground Construction, ASCE GSP 119, pp.201-238.
- Jamiolkowski, M., Ghionna, V. N., Lancellotta, R., and Pasqualini, E. (1988), "New correlation of penetration tests for design practice", Proceedings of the 1st International Symposium on Penetration Testing, Orlando, Florida, Vol.2, pp.263-296.
- Jamiolkowski, M., and Robertson, P.K. (1988), "Closing address. Future trends for penetration testing", Geotechnology Conference: Penetration Testing in the UK, Birmingham, pp.321-342, Thomas Telford, London.
- Jefferies, M.G., Jonsson, L., and Been, K. (1987), "Experience with measurement of horizontal geostatic stress in sand during cone penetration test profiling", Geotechnique, Vol.37, No.4, pp.483-498. https://doi.org/10.1680/geot.1987.37.4.483
- Houlsby, G.T., and Hitchman, R. (1988), "Calibration chamber tests of a cone penetration in sand", Geotechnique, Vol.38, No.1, pp.39-44. https://doi.org/10.1680/geot.1988.38.1.39
- Kim, S.H., Lee, M.J., Choi, S.K., Hong, S.J., and Lee, W.J. (2007), "Relationship between the State Parameter and Cone Resistance of Busan Sand", Journal of Korean Geotechnical Society, Vol.23, No.3, pp.123-131.
- Konrad, J.M. (1988), "Interpretation of flat plate dilatometer tests in sands in terms of the state parameter", Geotechnique, Vol.38, No.2, pp.263-227. https://doi.org/10.1680/geot.1988.38.2.263
- Kulhawy, F.H., and Mayne, P.H. (1990), Manual on estimating soil properties for foundation design, Electric Power Research Institute, EPRI.
- Lambrechts, J.R., and Leonard, G.A. (1978), "Effect of stress history on deformation of sand", Journal of Geotechnical Engineering, ASCE, Vol.104, No.GT11, pp.1371-1387.
- Luune, T., and Christophersen, H.P. (1983), "Interpretation of cone penetrometer data for offshore sands", Proceedings of the Offshore Technology Conference, Richardson, Texas, Paper No.4464.
- Marchetti, S. (1980), "In situ tests by flat dilatometer", Journal of Geotechnical Engineering, ASCE, Vol.106, No.3, pp.299-321.
-
Mayne, P.W. (1995), "CPT determination of OCR and
$ K_0 $ in clean quartz sands", Proceedings, CPT '95, Swedish Geotech Society, Linkoping, Vol.2, pp.215-220. -
Mayne, P.W., and Kulhawy, F.H. (1982), "
$ K_0 $ -OCR relationships in soil", Journal of Geotechnical Engineering, ASCE, Vol.108, No.GT6, pp.851-872. - Miura, S., and Toki, S. (1982), "A Sample Preparation Method and Its Effect on Static and Cyclic Deformation-Strength Properties of Sand", Soils and Foundations, Vol.22, No.1, pp.61-77. https://doi.org/10.3208/sandf1972.22.61
- Parkin, A. K., and Lunne, T. (1982), "Boundary effects in the laboratory calibration of a cone penetrometer in sand", Proceeding of 2nd European Symposium on Penetration Testing, Orlando, Vol.1, pp.221-243, Balkema, Rotterdam.
- Robertson, P.K. (2009), "CPT-DMT correlations", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.135, No.11, pp.1762-1771. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000119
- Robertson, P.K., and Campanella, R.G. (1983), "Interpretation of cone penetrometer test: Part I: Sand", Canadian Geotechnical Journal, Vol.20, No.4, pp.718-733. https://doi.org/10.1139/t83-078
-
Schmertmann, J.H. (1976), "An updated correlation between relative density DR and Fugro-Type electric cone bearing,
$ q_c $ ", Contract report, DACW 38-76M 6646, Waterways Experiment Station, Vicksburg, Miss. - Yoshimi, Y., Kuwabara, F., and Tokimatsu, K. (1975), "One-dimensional volume change characteristics of sands under very low confining stresses", Soils and Foundation, Vol.15, No.3, pp.51-60. https://doi.org/10.3208/sandf1972.15.3_51