1 |
Jeong, S. G. (2017), "Applicability of Preconsolidation Pressure Interpretations of Korean Marine Clays", Journal of Korean Geosynthetics Society, Vol.16, No.4, pp.93-101.
DOI
|
2 |
Kang, S. H. (2003), "A study on the disturbance effect for a void-pressure relation of clay", Master Thesis, Chung Woon University, pp.32-54.
|
3 |
Kim, D. H., Kim, K. W., and Piak, Y. S. (2003), "Relationship Between Physical Properties and Compression Index for Marine Clay", Journal of the Korean Geotechnical Society, Vol.19, No.6, pp.371-378.
|
4 |
Koppula, S. D. (1981), "Statistical estimation of compression index". Geotechnical Testing Journal, Vol.4, No.2, pp.68-73.
DOI
|
5 |
KS F 2316 (2002), "Test method for one-dimensional consolidation properties of soils using incremental loading", KSA (Korean Standards Association).
|
6 |
Mayne, P.W. (1980), "Cam-clay predictions of undrained strength", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 106(11), pp.1219-1242.
|
7 |
Nacci, V. A., Wang, M. C., and Demars, K. R. (1975), "Engineering behavior of calcareous soils", In Proceedings of Civil Engineering in the Oceans III, ASCE Specialty Conference, Newark, Del pp.9-12.
|
8 |
Nakase, A., Kamei, T. and Kusakabe, O. (1988), "Constitutive parameters estimated by plasticity index", Journal of Geotechnical Engineering, Vol.114, No.7, pp.844-858.
DOI
|
9 |
Nishida, Y. (1956), "A brief note on compression index of soil", Journal of the Soil Mechanics and Foundations Division, Vol.82, No.3, pp.1-14.
|
10 |
Park, S. B. (2016), "Evaluation of the Corrected Compression Index Considering Disturbance Effect Focusing on Plasticity Index", Master Thesis, Daejin University, pp.38-45.
|
11 |
Rendon-Herrero, O. (1983), "Closure: universal compression index equation", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 109(5), pp.755-761.
DOI
|
12 |
Schmertmann, J. H. (1955), "The undisturbed consolidation behavior of clay", Journal of ASCE, Vol.120, pp.1201-1233.
|
13 |
Song, M. S. (1988), "A Study on the Relationship of Soil Parameter of Marin Clay in Korea", Master Thesis, Han-Yang University.
|
14 |
Terzaghi, K. and Peck, R. (1967) "Soil Mechanics In Engineering Practice", John Wiley & Sons Inc. New York, pp.63-81.
|
15 |
Yoon, G. L. and Kim, B. T. (2003), "Formula of Compression Index Prediction for Marine Clay in Korea", Journal of The Korean Society of Civil Engineers, Vol.23, No.3C, pp.169-176.
|
16 |
Al-Khafaji, A. W. N., and Andersland, O. B. (1992), "Equations for compression index approximation", Journal of Geotechnical Engineering, Vol.118, No.1, pp.148-153.
DOI
|
17 |
Azzouz, A. S., R. J. Krizek, and R. B. Corotis (1976), "Regression Analysis of Soil Compressibility", Soil and Foundations, Tokyo, Vol.16 No.2 pp.19-29.
|
18 |
Bea, W. S. and Kim, J. W, (2009), "Correlations Between the Physical Properties and Compression Index of KwangYang Clay", Korean Geo-Environmental Society, Vol.10, No.7, pp.7-14.
|
19 |
Cozzolino, V. M. (1961), "Statistical forecasting of compression index", Proc., 5th Int. Conf. on Soil Mech. and Found Engrg., Paris, France, Vol.1, pp.51-53.
|
20 |
Jang, J. W., Choi, S. M. and Park, C. S. (2001), "A Study on the Relationship between the Physical Properties of Soil and the Compression Index of Soft Clay in Gyungnam Coastal Region", Korean Society of Coastal and Ocean Engineers, Vol.13, No.4, pp.282-289.
|
21 |
Jeong, N. H. (1985), "A Study on the Compression Index of Remolded Clay", Master Thesis, Dan-Kuk University.
|