1 |
Kanit, T., Forest, S., Galliet, I., Mounoury, V., and Jeulin D. (2003) Determination of the size of the representative volume element for random composites: statistical and numerical approach. International Journal of Solids and Structures, Vol. 40, pp. 3647-3679.
DOI
ScienceOn
|
2 |
Marsal, R. J. and Fuentes de la Rosa, A. (1976) Mechanical properties of rockfill-soil mixtures. In Transactions of the 12th International Congress on Large Dams, Vol. 1, pp. 179-209.
|
3 |
Schultze, E. (1957) Large-scale shear tests. Proceedings of the Fourth International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, 193-199.
|
4 |
Vallejo, L.E. (2001) Interpretation of the limits in shear strength in binary granular mixtures. Canadian Geotechnical Journal, Vol. 38, pp. 1097-1104.
DOI
ScienceOn
|
5 |
Vallejo, L.E. and Lobo-Guerrero, S. (2005) The elastic moduli of clays with dispersed oversized particles. Engineering Geology, Vol. 78, pp. 163-171.
DOI
ScienceOn
|
6 |
Vallejo, L. E., and Mawby, R. (2000) Porosity influence on the shear strength of granular material-clay mixtures. Engineering Geology, Vol. 58, pp. 125-136.
DOI
ScienceOn
|
7 |
Vasileva, A.A., Mikheev, V.V., and Lobanova, G.L. (1971) How the strength of gravelly soils depend on the type of state of the sand filling the pores, Soil Mechanics and Foundation Engineering, Vol. 8, No. 3, pp. 167-171.
DOI
|
8 |
Weissman, S., Harvey, J., Sackman, J., and Long, F. (1999) Selection of laboratory test specimen dimension for permanent deformation of asphalt concrete pavements, Transportation Research Record 1681, pp. 113-120.
DOI
|
9 |
Zeman, J. and Sejnoha, M. (2007) From random microstructures to representative volume elements. Modeling and Simulation in Materials Science and Engineering, Vol. 15, pp. S325-S335.
DOI
ScienceOn
|
10 |
김방식(2005) 자갈-모래 혼합토의 액상화 거동. 박사학위논문, 인하대학교.
|
11 |
김우순(2009) 상태정수에 따른 등방압밀 자갈-모래 혼합토의 비배수 거동. 석사학위논문, 인하대학교.
|
12 |
Chik, Z. and Vallejo, L.E. (2005) Characterization of the angle of repose of binary granular materials. Canadian Geotechnical Journal, Vol. 42, pp. 683-692.
DOI
ScienceOn
|
13 |
ASTM D3080-98 (2003) Annual book of ASTM Standards, Section four, Construction, Volume 04.08.
|
14 |
ASTM D4253 - 00 (2006) Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.
|
15 |
ASTM D4254 - 00(2006) Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.
|
16 |
Doddiah, D., Bhat, H.S., Somasekhar, P.V., Sosalegowda, H.B., and Ranganath, K.N. (1969) Shear characteristics of soil-gravel mixtures. Journal of the Indian National Society of Soil Mechanics and Foundation Engineering, Vol. 8, No. 1, pp. 57-66.
|
17 |
Fragaszy, R.J., Su, W., and Siddiqi, F. H. (1990) Effects of oversize particles on the density of clean granular soils. Geotechnical Testing Journal, Vol. 13, No. 2, pp. 106-114.
DOI
|
18 |
Fragaszy, R.J., Su, J., Siddiqi, F.H., and Ho, C.L. (1992) Modeling strength of sandy gravel. Journal of Geotechnical Engineering, Vol. 118, No. 6, pp. 920-935.
DOI
|
19 |
Goodman, R.E. (1993) Engineering Geology: Construction in Engineering.
|
20 |
Gutierrez, J.J., Vallejo, L.E., and Garcia, C.I. (2009) The hydraulic conductivity of sands with dispersed oversized particles. Proceedings of the 17th International Conference on Soil Mechanics and Foundation Engineering, pp. 163-166.
|
21 |
Holtz, W.G. and Gibbs, H.J. (1956) Triaxial shear tests on pervious gravelly soils. Journal of the Soil Mechanics and Foundation Division, Vol. 82, No. SM 1, pp. 1-22.
|
22 |
Ishihara, K. (1993) The 33rd Rankine Lecture, Liquefaction and flow failure during earthquakes, Geotechnique, Vol. 43, No. 3, pp. 351-415.
DOI
|