References
- 목영진, 정재우, 오상훈, 김학성 (2008), "연약지반 강성측정을 위한 벤더 엘리먼트 프로브", 대한토목학회 논문집, 제28호, 제2C호, pp.125-131
- Bjerrum, L. (1972), "Embankment on Soft Ground", Proceedings of the ASCE Specialty Conference on Performance of Earth and Earth-Supported Structures, Purdue Univ., Vol.II, pp.1-54
- Bjerrum, L. (1973), "Problems of soil mechanics and construction on soft clays", Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering, Moscow, Vol.3, pp.11-159
- Hardin, B.O., and Drnevich, V.P. (1972), "Shear Modulus and Damping in Soils : Design Equations and Curves", J. Soil Mech. Found. Div., ASCE, Vol.98, No. SM7, pp.667-692
- Hardin, B.O., and Black, W.L. (1969), "Closure to Vibration Modulus of Normally Consolidated Clays", J. Soil Mech. Found Div., ASCE, Vol.95, No. SM6, pp.1531-1537
- Jamiolkowski, M., Ladd, C. C., Germaine, J. T., and Lancellorra, R. (1985), "New developments on field and laboratory testing of soils", Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, Vol.1, pp.57-153
- Kondner, R. L. (1963), "Hyperbolic Stress-Strain Response : Cohesive Soils", Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.89, No.SMI, pp.115-143
- Ladd, C. C., Foott, R., Ishihara, K., Schlosser, F., and Poulos, H. G. (1977), "Stress-deformation and strength characteristics", Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering, Tokyo, pp.421-494
- Lunne, T., and Kleven, A. (1982), "Role of CPT in North Sea Foundation Engineering", Norwegian Geotechnical Institute Publication #139
-
Mayne, P. W., and Rix, G. J. (1993), "
$G_{max}-q^c$ Relationships for clay", Geotech. Testing J., Vol.16(1), pp.54-60 https://doi.org/10.1520/GTJ10267J - Richart, F. E. Jr. (1977), Dynamic Stress-Strain Relations for Soils, State of the Art Report, Proc. Ninth International Conference on Soil Mechanics and Foundation Engineering, Tokyo, Vol.2, pp. 605-612
- Robertson, P. K., and Campanella, R. G. (1998), Guidelines for using the CPT, CPTU and Marchetti DMT for geotechnical design. U.S. Department of Transportation. Report No. FHWA-PA-87-022+ 84-24. Vol.2
- Simonini, P., and Cola, S. (2000), "Use of piezocone to predict maximum stiffness of Venetian soils", Journal of Geotechnical and Geoenviromental Engineering, ASCE, Vol.126(4), pp.378-382 https://doi.org/10.1061/(ASCE)1090-0241(2000)126:4(378)