References
- Bertram, G. E., 1940, An Experimental Investigation of Protective Filters, Harvard Soil Mechanics Series No 7, Publication No. 267, Harvard University, Cambridge, Mass., 1-21.
- Cundall, P. A., Drescher, A., and Strack, O. D. L., 1982, Numerical experiments on granular assemblies; Measurements and observation, in Deformation and failure of granular materials, Rotterdam : A.A. Balkema, 355-370.
- Cundall, P. A. and Strack, O. D. L., 1979, A discrete numerical model for granular assemblies, Geotechnique, 29(1), 47-65. https://doi.org/10.1680/geot.1979.29.1.47
- Cundall, P. A., 2001, A discontinuous future for numerical modelling in geomechanics, Proceedings of the institution of Civil Engineers, Geoechnical engineering, 149(1), 41-48. https://doi.org/10.1680/geng.2001.149.1.41
- Hainbuchner, E., Potthoff, S., Konietzky, H., and Kamp, L., 2003, Particle based modeling of shear box tests and stability problems for shallow foundations in sand, Numerical Modeling in Micromechanics via Particle Methods, Lisse, 151-156.
- Itasca Consulting Group, Inc., 2013, FLAC3D User's Guide, Minneapolis, Minnesota.
- Itasca Consulting Group, Inc., 2008, PFC3D User's Guide & Fish in PFC3D, Minneapolis, Minnesota.
- Jeon, J. S., Kim, K. Y., and Shin, D. H., 2006, Modelling of large triaxial test with rockfill materials by distinct element method, Journal of the Korean Geothchnical Engineering, 22(10), 111-120 (in Korean with English abstract).
- Karpoff, K. P., 1955, The use of laboratory tests to develop design criteria for protective filters, Proceedings of the American Society for Testing and Materials, 55(4), 1183-1198.
- Kawaguchi, T., Tanata, T., and Tsuji, Y., 1992, Numerical simulation of fluidized bed using the discrete element method, JSME, 58(551), 79-85. https://doi.org/10.1299/kikaib.58.79
- Kawaguchi, T., 2003, Discrete particle simulations of gas-fluidized bed, Ph.D. Thesis, Osaka University.
- KWRA, 2011, "Dam Design Criteria", Korean Water-Resources Research Association, 109.
- Leatherwood, F. N. and Peterson, D. F. Jr., 1954, Hydraulic head loss at the interface between uniform sands of different sizes, Transactions, American Geophysical Union, 35(4), 588-594. https://doi.org/10.1029/TR035i004p00588
- Sherman, W. C., 1953, Filter Experiment and Design Criteria, U.S. Army Waterways Experiment Station, Vicksburg, MS, NTIS AD 771076.
-
Shimizu, Y., 2004, Fluid coupling in
$PFC^{2D}$ and$PFC^{3D}$ , in Numerical Modeling in Micromechanics via Particle Methods-2004: Proceeding of he 2nd international PFC symposium, Kyoto, Japan, Y. Shimizu, R.D. Hart and P.A. Cundall, Eds. A.A. Balkema, Lisse, 3-12. - Skinner, A. E., 1969, A note on the influence of interparticle friction on the shearing strength of a random assembly of spherical particle, Geotechnique, 19(1), 150-157. https://doi.org/10.1680/geot.1969.19.1.150
- Ting, J. M. and Corkum, B. T., 1988, Strength behavior of granular materials using discrete numerical modelling, Numerical method in geomechanics, Innsbruck, 305-310.
- Ting, J. M., Corkum, B. T., Kauffman, C. R., and Greco, C., 1989, Discrete numerical model for soil mechanics, Journal of Geotechnical and Geoenvironmental Engineering, 115(3), 379-398. https://doi.org/10.1061/(ASCE)0733-9410(1989)115:3(379)
- The hankyoreh, 2014, It was 14% more than the excavation design, Retrieved from http://www.hani.co.kr/arti/society/area/653280.html.
- Thomas, P. A. and Bray, J. D., 1999, Capturing nonspherical shape of granular media with disk clusters, Journal of Geotechnical and Geoenvironmental Engineering, 125(3), 169-178. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:3(169)
- U.S. Corps of Engineers., 1948, Laboratory Investigation of Filters for Enid and Grenada Dam, U. S. Army Waterways Experiment Station, Vicksburg, Miss., Technical Memorandum 3-245.
- Zweck, H. and Davidenkoff, R., 1957, Etude experimentale des filtres de granulometrie uniforme, Proceedings, Fourth International Conference on Soil Mechanics and Foundation Engineering, London, 2(1), 410-413.
Cited by
- 토립자 유실을 고려한 로지스틱 회귀분석 및 GIS 기반 도시 지반함몰 취약성 평가 vol.30, pp.2, 2017, https://doi.org/10.7474/tus.2020.30.2.149