1 |
Barron, R. A. (1948), Consolidation of fine-grained soils by drains wells, Trans. ASCE, Vol. 113, No. 2346, pp. 718-754.
|
2 |
Arulrajah, A., Nikraz, H. and Bo, M. W. (2004), Factors affecting field instrumentation assessment of marine clay treated with prefabricated vertical drains, Geotext. Geomembrs, Vol. 22, No. 5, pp. 415-437.
|
3 |
Asaoka, A. (1978), Observational procedure of settlement prediction, Soils and Foundations, JSSMFE, Vol. 18, No. 4, pp. 87-101.
|
4 |
Bo, M. W., Chu, J., Low, B. K. and Choa, V. (2003), Soil improvement : prefabricated vertical drain techniques, Thomson Learning Asia, Singapore, p. 341.
|
5 |
Chung, S. G. (1999), Engineering properties and consolidation characteristics of Kimhae estuarine clayey soil, Proc., 11th ARC on SMGE, Special Publication on Thick Deltaic Deposits, ATC-7 Workshop, Seoul, pp. 93-108.
|
6 |
Chung, S. G., Kweon, H. J. and Jang, W. Y. (2014), Observational method for field performance of prefabricated vertical drain, Geotextiles and Geomembrane, Vol. 42, No. 4, pp. 405-416.
DOI
|
7 |
Edil, T. B., Fox, P .J. and Lan, L. T. (1991), Observational procedure for settlement of peat, Proc., Int. Conf. on Geotechnical Engineering for Coastal Development Theory and Practice on Soft Ground, Geo-Coast'91, Yokohama, Japan, pp. 165-170.
|
8 |
Hansbo, S. (1979), Consolidation of clay by band shaped prefabricated drains, Ground Eng., Vol. 12, No. 5, pp. 16-25.
|
9 |
Hansbo, S., Jamiolkowski, M. and Kok, L. (1981), Consolidation by vertical drains, Geotechnique, Vol. 31, No. 1, pp. 45-66.
DOI
ScienceOn
|
10 |
Hoshno, S. (1962), Problems of foundation s in recent years, Society of Civil Engineering, Vol. 47, No. 7, pp. 63-67.
|
11 |
Lee, N. K. and Chung, S. G. (2010), Reevaluation of the factors influencing the consolidation of ground by incorporating prefabricated vertical drains, KSCE J. Civ. Eng., Vol. 14, No. 2, pp. 155-164.
과학기술학회마을
DOI
ScienceOn
|
12 |
Monden, H. (1963), A new time fitting method for the settlement analysis of foundation on soft clays, Menoir Fac. Eng., Hiroshima University, Vol. 20, No. 1, pp. 21.
|
13 |
Onoue, A. (1988), Consolidation by vertical drains taking well resistance and smear into consideration, Soils and Foundations, Vol. 28, No. 4, pp. 165-74.
DOI
ScienceOn
|
14 |
Sridharan, A., Murthy, N. S. and Prakash, K. (1987), Rectangular hyperbola method of consolidation analysis, Geotechnique, Vol. 37, No. 3, pp. 355-368.
DOI
ScienceOn
|
15 |
Tan, T. S., Inoue, T. and Lee, S. L. (1991), Hyperbolic method for consolidation analysis, Journal of Geotechnical Engineering, ASCE, Vol. 117, No. 11, pp. 1723-1737.
DOI
|
16 |
Yoshikuni, H. and Nakanodo, H. (1974), Consolidation of soils by vertical drain wells with finite permeability, Soils and Foundations, Vol. 14, No. 2, pp. 35-46.
DOI
|