1 Lee, S., "Unsaturated shear strength characteristics of weathered granite soils" 22 (22): 81-88, 2002
2 Childs, E. C., "The permeability of porous materials" 210 : 392-405, 1950
3 Bulut, R., "Suction measurements by filter paper" ASCE 243-261, 2001
4 Drumm, E., "Subgrade resilient modulus correction for saturation effects" 123 (123): 663-670, 1997
5 ASTM, "Standard test method for measurement of soil suction using filter paper"
6 Gardner, W. R, "Some steady state solutions of the unsaturated moisture flow equation with application of evaporation from a water table" 85 : 223-232, 1958
7 Korea Rail Network Authority, "Railroad construction specification"
8 Vanapalli, S. K., "Model of the prediction of shear strength with respect to soil suction" 33 (33): 379-392, 1996
9 Brooks, R. H., "Hydraulic properties of porous media" Colorado State Univ. 1964
10 McKee, C. R., "Flow-testing coalbed methane production wells in the presence of water and gas" 599-608, 1987
1 Lee, S., "Unsaturated shear strength characteristics of weathered granite soils" 22 (22): 81-88, 2002
2 Childs, E. C., "The permeability of porous materials" 210 : 392-405, 1950
3 Bulut, R., "Suction measurements by filter paper" ASCE 243-261, 2001
4 Drumm, E., "Subgrade resilient modulus correction for saturation effects" 123 (123): 663-670, 1997
5 ASTM, "Standard test method for measurement of soil suction using filter paper"
6 Gardner, W. R, "Some steady state solutions of the unsaturated moisture flow equation with application of evaporation from a water table" 85 : 223-232, 1958
7 Korea Rail Network Authority, "Railroad construction specification"
8 Vanapalli, S. K., "Model of the prediction of shear strength with respect to soil suction" 33 (33): 379-392, 1996
9 Brooks, R. H., "Hydraulic properties of porous media" Colorado State Univ. 1964
10 McKee, C. R., "Flow-testing coalbed methane production wells in the presence of water and gas" 599-608, 1987
11 Ping, W. V., "Field and laboratory evaluation of resilient modulus measurements of florida pavements soils" FAMU-FSU College of Engineering 2000
12 Kunze, R. J., "Factors important in the calculation of hydraulic conductivity" 32 : 760-765, 1968
13 Bicalho, K. V., "Evaluation of filter paper calibrations for indirect determination of soil suctions of an unsaturated compacted silty sand" 2009
14 Fredlund, D. G., "Equations for the soil-water characteristic curve" 31 (31): 521-532, 1994
15 Chandra, D., "Effects of temperature and moisture on load response of granular base material in thin pavements" National Research Council 33-41, 1989
16 오정호, "Consideration of Moisture Effect on Load Bearing Capacity in Texas Flexible Pavements" 대한토목학회 14 (14): 493-501, 2010
17 Oh, J., "Comparison of resilient modulus values for florida flexible mechanistic-empirical pavement design" 13 (13): 472-484, 2012
18 Zapata, C., E., "Calibration and validation of the enhanced integrated climatic model for pavement design" Transportation Research Board 2008
19 Marshall, T. J, "A relation between permeability and size distribution of pores" 9 : 1-8, 1958
20 Van Genuchten, M. T, "A closed form equation predicting the hydraulic conductivity of unsaturated soils" 44 : 892-898, 1980
21 Ministry of Land, Transport, and Maritime Affairs, "2011 Pavement structural design specification"