1 |
김석열 (1998), 폴라스틱 배수재를 이용한 수평배수재에 관한 연구, 홍익대학교 박사학위 논문, 132p
|
2 |
이송, 강명찬, 김흥석 (2001), '수평진공배수공법이 적용된 준설 매립지반의 압밀해석에 관한 연구', 한국지반공학회논문집, 제17권, 제4호, pp.209-220
|
3 |
Chung, Y. I. (1993), Vacuum Consolidation of Highly Compressible Soil with Vertical Wick Drain, Ph. D. Thesis, South Dakota School of Mines and Technology, Rapid City, South Dakota
|
4 |
Kim, H., Hirokane, S., Yoshikuni, H., Moriwaki, T., and Kusakabe, O. (1995), 'Consolidation Behaviour of Dredged Clay Ground Improved by Horizontal Drain Method', Proc. of the Int. Symposium on Compression and Consolidation of Clayey Soils, Hiroshima, Japan, 10-12 May, pp.99-104
|
5 |
Mikasa, M. (1963), The Consolidation of Soft Clay, Kajima Institution Publishing Co., Ltd
|
6 |
Gibson, R.E., Schiffman, R.L., and Cargil, K.W. (1981), 'The Theory of One-dimensional Consolidation of Saturated Clay, II. Finite Non-Linear Consolidation of Thick Homogeneous Layers', Canadian Geotechnical Journal, Vol.18, No.2, pp.280-293
DOI
ScienceOn
|
7 |
Xie, Y. L., Pan, Q. Y., and Zeng, G. X. (1995), Proc. of the Int. Symposium on Compression and Consolidation of Clayey Soils, Hiroshima, Japan, 10-12 May, pp.485-490
|
8 |
Gibson, R. E., England, G. L., and Hussey, M. J. L. (1967), 'The Theory of One-dimensional Consolidation of Saturated Clay, I. Finite Non-Linear Consolidation of Thin Homogeneous Layers', Geotechnique, Vol.17, No.1, pp.261-273
DOI
|
9 |
Zhao, P. (1989), Analysis of Prefabricated Wick Drains by Uncoupled Finite Strain Consolidation Theory, M. S. Thesis, South Dakota School of Mines and Technology, Rapid City, South Dakota
|
10 |
김형주, 원명수 (1996), '수평배수공법에 의해 개량된 준설점토 지반의 압밀거동에 관한 연구', 한국지반공학회지, 제13권, 제1호, pp.137-145
|