References
- 농림부, 2002, 농업생산기반정비사업 계획 설계 기준(필댐편), pp.332-334
- 00지구 농촌용수개발사업 연약지반 침하안정관 리 계측보고서, 2002,농업기반공사
- 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
- Budhu, M., 2000, Soil Mechanics and Foundations, New York, John Wiley and Sons, pp.166-168
- Crawford, C. B., R. J. Fannin and C. B. Kern, 1995, Embankment failures at Vernon, Canadian Geotechnical Journal, Vol.32: 271-284 https://doi.org/10.1139/t95-029
- 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
- Duncan, J. M., 1993, Limitations of conventional analysis of consolidation settlement, Journal of Geotechnical Engineering, ASCE, 119 (9):1331-1359 https://doi.org/10.1061/(ASCE)0733-9410(1993)119:9(1331)
- 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 https://doi.org/10.1061/(ASCE)0733-9410(1992)118:1(12)
- 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 https://doi.org/10.1139/t78-005
- 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 https://doi.org/10.1139/t78-006
- 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 https://doi.org/10.1139/t86-064
- Mesri, G. and Y. K. Choi, 1985, Settlement analysis of embankments on soft clays, Journal of Geotechnical Engineering Division, ASCE, 111(4): 441-464 https://doi.org/10.1061/(ASCE)0733-9410(1985)111:4(441)
- 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 https://doi.org/10.1139/cgj-38-6-1283
- Skempton, A. W., 1954, The pore pressure coefficients A and B, Geotechnique, Vol.4: 143-147 https://doi.org/10.1680/geot.1954.4.4.143
- Terzaghi, K., 1943, Theoretical Soil Mechanics, John Wiley&Sons, New York
- Zhang, L., 1999, Settlement patterns of soft soil foundations under embankments, Canadian Geotechnical Journal, 36(4): 774-781 https://doi.org/10.1139/cgj-36-4-774
- 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 https://doi.org/10.1139/cgj-38-2-349
Cited by
- Safety evaluation of agricultural reservoir embankment according to backside extension vol.39, pp.1, 2012, https://doi.org/10.7744/cnujas.2012.39.1.097
- The safety behavior of agricultural reservoirs due to raising the embankment vol.40, pp.3, 2013, https://doi.org/10.7744/cnujas.2013.40.3.243