1 |
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.
DOI
|
2 |
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.
|
3 |
Itasca Consulting Group, Inc., 2013, FLAC3D User's Guide, Minneapolis, Minnesota.
|
4 |
Itasca Consulting Group, Inc., 2008, PFC3D User's Guide & Fish in PFC3D, Minneapolis, Minnesota.
|
5 |
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).
|
6 |
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.
|
7 |
Kawaguchi, T., Tanata, T., and Tsuji, Y., 1992, Numerical simulation of fluidized bed using the discrete element method, JSME, 58(551), 79-85.
DOI
|
8 |
Kawaguchi, T., 2003, Discrete particle simulations of gas-fluidized bed, Ph.D. Thesis, Osaka University.
|
9 |
KWRA, 2011, "Dam Design Criteria", Korean Water-Resources Research Association, 109.
|
10 |
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.
DOI
|
11 |
Sherman, W. C., 1953, Filter Experiment and Design Criteria, U.S. Army Waterways Experiment Station, Vicksburg, MS, NTIS AD 771076.
|
12 |
Shimizu, Y., 2004, Fluid coupling in and , 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.
|
13 |
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.
DOI
|
14 |
Ting, J. M. and Corkum, B. T., 1988, Strength behavior of granular materials using discrete numerical modelling, Numerical method in geomechanics, Innsbruck, 305-310.
|
15 |
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.
DOI
|
16 |
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.
|
17 |
The hankyoreh, 2014, It was 14% more than the excavation design, Retrieved from http://www.hani.co.kr/arti/society/area/653280.html.
|
18 |
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.
DOI
|
19 |
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.
|
20 |
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.
|
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.
|
22 |
Cundall, P. A. and Strack, O. D. L., 1979, A discrete numerical model for granular assemblies, Geotechnique, 29(1), 47-65.
DOI
|