1 |
농림부, 2002, 농업생산기반정비사업 계획 설계 기준(필댐편), pp.332-334
|
2 |
00지구 농촌용수개발사업 연약지반 침하안정관 리 계측보고서, 2002,농업기반공사
|
3 |
Budhu, M., 2000, Soil Mechanics and Foundations, New York, John Wiley and Sons, pp.166-168
|
4 |
Leroueil, S., F Tavenas, B. Trak, P. La Rochelle and M. Roy, 1978a, Construction pore pressures in clay foundations under embankments, Part I : The Saint-Alban test fills, Canadian Geotechnical Journal, 15(1): 54-65
DOI
ScienceOn
|
5 |
Leroueil, S., F Tavenas, C. Mieussens and M. Peignaud, 1978b, Construction pore pressures in clay foundations under embankments, Part II: Generallized behaviour, Canadian Geotechnical Journal, 15(1): 66-82
DOI
ScienceOn
|
6 |
Mesri, G. and Y. K. Choi, 1985, Settlement analysis of embankments on soft clays, Journal of Geotechnical Engineering Division, ASCE, 111(4): 441-464
DOI
|
7 |
Zhang, L., 1999, Settlement patterns of soft soil foundations under embankments, Canadian Geotechnical Journal, 36(4): 774-781
DOI
|
8 |
Crawford, C. B., R. J. Fannin and C. B. Kern, 1995, Embankment failures at Vernon, Canadian Geotechnical Journal, Vol.32: 271-284
DOI
ScienceOn
|
9 |
Zhu, G., J. H. Yin and J. Graham, 2001, Consolidation modelling of soils under the test embankment at Chek Lap Kok International Airport in Hong Kong using a simplified finite element method, Canadian Geotechnical Journal, 38(2):349-363
DOI
|
10 |
Terzaghi, K., 1943, Theoretical Soil Mechanics, John Wiley&Sons, New York
|
11 |
Indraratna, B. and A. S. Balasubramaniam, 1992, Performance of test embankment constructed to failure on soft marine clay, Journal of Geotechnical Engineering Division, ASCE, 118(1): 12-33
DOI
|
12 |
Duncan, J. M., 1993, Limitations of conventional analysis of consolidation settlement, Journal of Geotechnical Engineering, ASCE, 119 (9):1331-1359
DOI
|
13 |
Rowe, R. K., C. T. Gnanendran, A. J. Valsangkar and A. O. Landva, 2001, Performance of a test embankment constructed on an organic clayey silt deposit, Canadian Geotechnical Journal, 38(6): 1283-1296
DOI
|
14 |
Leroueil, S. and F. Tavenas, 1986, Discussion on effective stress paths and yielding in soft clays below embankments, Canadian Geotechnical Journal, 23(3): 410-413
DOI
|
15 |
Skempton, A. W., 1954, The pore pressure coefficients A and B, Geotechnique, Vol.4: 143-147
DOI
|
16 |
Balasubramaniam, A. S., D. T. Bergado, P. Noppadol, P. V. Long and M. Ahamad, 1997, Performance of test embankments with prefabricated vertical drains in soft Bangkok clay, Proc. 14th ICSMFE, ISSMFE, Vol.3 : 1723-1726
|
17 |
Dascal, O. and J. P. Tournier, 1975, Embankments on soft and sensitive clay foundation, Journal of the Geotechnical Engineering Division, ASCE, 101(GT3): 297-314
|