JKSCE - KSCE JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING RESEARCH

1

Abu-Hejleh, A. N., Znicari, D. and Illangasekare, T. H. (1993). “Permeability determination for unsaturated soils.” Unsaturated Soils, GSP No. 39, ASCE, Houston, S. and Wray, W. eds., pp. 163-174.Abu-Hejleh, A. N., Znicari, D. and Illangasekare, T. H. (1993). “Permeability determination for unsaturated soils.” Unsaturated Soils, GSP No. 39, ASCE, Houston, S. and Wray, W. eds., pp. 163-174.

2

Alonso, E. E., Pereira, J. M., Vaunat, J. and Olivella, S. (2010). “A microstructurally based effective stress for unsaturated soils.” Geotechnique, Vol. 60, No. 12, pp. 913-925.10.1680/geot.8.P.002Alonso, E. E., Pereira, J. M., Vaunat, J. and Olivella, S. (2010). “A microstructurally based effective stress for unsaturated soils.” Geotechnique, Vol. 60, No. 12, pp. 913-925.

3

Assouline, S. (2006). “Modeling the relationship between soil bulk density and the water retention curve.” Vadose Zone Jour, Vol. 5, No. 2, pp. 554-562.10.2136/vzj2005.0083Assouline, S. (2006). “Modeling the relationship between soil bulk density and the water retention curve.” Vadose Zone Jour, Vol. 5, No. 2, pp. 554-562.

4

Brooks, R. H. and Corey, A. T. (1964). Hydraulic Properties of Porous media, Hydrology Paper No. 3, Colorado State University, Fort Collins, CO. USA.Brooks, R. H. and Corey, A. T. (1964). Hydraulic Properties of Porous media, Hydrology Paper No. 3, Colorado State University, Fort Collins, CO. USA.

5

Burdine, N. T. (1953). “Relative permeability calculations from pore size distribution data.” Transactions, American Institute of Mining, Metallurgical and Petroleum Engineers, Vol. 198, pp. 71-78.Burdine, N. T. (1953). “Relative permeability calculations from pore size distribution data.” Transactions, American Institute of Mining, Metallurgical and Petroleum Engineers, Vol. 198, pp. 71-78.

6

Campbell, G. S. (1974). “Simple method for determining unsaturated conductivity from moisture retention data.” Soil Science, Vol. 117, No. 6, pp. 311-314.10.1097/00010694-197406000-00001Campbell, G. S. (1974). “Simple method for determining unsaturated conductivity from moisture retention data.” Soil Science, Vol. 117, No. 6, pp. 311-314.

7

Childs, E. C. and Collis-George, N. (1950). “The permeability of porous materials.” Proc. Royal Society, London, Series A, Vol. 210, pp. 392-405.10.1098/rspa.1950.0068Childs, E. C. and Collis-George, N. (1950). “The permeability of porous materials.” Proc. Royal Society, London, Series A, Vol. 210, pp. 392-405.

8

Croney, D. and Coleman, J. D. (1954). “Soil structure in relation to soil suction.” Jour. Soil Science, Vol. 5, No. 1, pp. 75-84.10.1111/j.1365-2389.1954.tb02177.xCroney, D. and Coleman, J. D. (1954). “Soil structure in relation to soil suction.” Jour. Soil Science, Vol. 5, No. 1, pp. 75-84.

9

Dane, J. H. and Hruska, S. (1983). “In-situ determination of soil hydraulic properties during leaching.” Soil Science Society of America Journal, Vol. 47, No. 4, pp. 619-624.10.2136/sssaj1983.03615995004700040001xDane, J. H. and Hruska, S. (1983). “In-situ determination of soil hydraulic properties during leaching.” Soil Science Society of America Journal, Vol. 47, No. 4, pp. 619-624.

10

Fredlund, D. G. and Xing, A. (1994). “Equations for the soil-water characteristic curve.” Canadian Geotechnical Journal, Vol. 31, No. 3, pp. 521-532.10.1139/t94-061Fredlund, D. G. and Xing, A. (1994). “Equations for the soil-water characteristic curve.” Canadian Geotechnical Journal, Vol. 31, No. 3, pp. 521-532.

11

Gallipoli, D., Wheeler, S. J. and Karstunen, M. (2003). “Modelling of variation of degree of saturation in a deformable unsaturated soil.” Geotechnique, Vol. 53, No. 1, pp. 105-112.10.1680/geot.2003.53.1.105Gallipoli, D., Wheeler, S. J. and Karstunen, M. (2003). “Modelling of variation of degree of saturation in a deformable unsaturated soil.” Geotechnique, Vol. 53, No. 1, pp. 105-112.

12

Gardner, W. (1958). Mathematics of isothermal water conduction in unsaturated soils, Highway Research Board Special Rep. No. 40, Int. Symp. on Physico-Chemical Phenomenon in Soils, Washington, D.C., pp. 78-87.Gardner, W. (1958). Mathematics of isothermal water conduction in unsaturated soils, Highway Research Board Special Rep. No. 40, Int. Symp. on Physico-Chemical Phenomenon in Soils, Washington, D.C., pp. 78-87.

13

Hassler, G. L. and Brunner, E. (1945). Measurement of capillary pressures in small core samples, Petroleum Technology, Technical Paper, pp. 114-123.Hassler, G. L. and Brunner, E. (1945). Measurement of capillary pressures in small core samples, Petroleum Technology, Technical Paper, pp. 114-123.

14

Hilf, J. W. (1956). An investigation of pore water pressure in compacted cohesive soils, Technical Memorandum No. 654, U.S. Department of the interior, Bureau of Reclamation, Design and Construction Division, Denver, CO.Hilf, J. W. (1956). An investigation of pore water pressure in compacted cohesive soils, Technical Memorandum No. 654, U.S. Department of the interior, Bureau of Reclamation, Design and Construction Division, Denver, CO.

15

Hwang, C. S. and Kim, T. H. (2004). “Determination of the unsaturated hydraulic conductivity function.” Journal of the Korean Geotechnical Society, Vol. 20, No. 3, pp. 47-51 (in Korean).Hwang, C. S. and Kim, T. H. (2004). “Determination of the unsaturated hydraulic conductivity function.” Journal of the Korean Geotechnical Society, Vol. 20, No. 3, pp. 47-51 (in Korean).

16

Jeong, D. Y. and Song, K. S. (1993). “An experimental study of measuring unsaturated hydraulic parameters on joomoonjin sand.” Journal of the Korean Society of Civil Engineers, Vol. 13, No. 5, pp. 261-273 (in Korean).Jeong, D. Y. and Song, K. S. (1993). “An experimental study of measuring unsaturated hydraulic parameters on joomoonjin sand.” Journal of the Korean Society of Civil Engineers, Vol. 13, No. 5, pp. 261-273 (in Korean).

17

Kim, S. N., Park, C. W., Mok, Y. J. and Kim, S. M. (2005). “Determination of soil water characteristic curve and permeability equation of unsaturated soils using modified triaxial apparatus.” Journal of the Korean Geotechnical Society, Vol. 21, No. 5, pp. 59-64 (in Korean).Kim, S. N., Park, C. W., Mok, Y. J. and Kim, S. M. (2005). “Determination of soil water characteristic curve and permeability equation of unsaturated soils using modified triaxial apparatus.” Journal of the Korean Geotechnical Society, Vol. 21, No. 5, pp. 59-64 (in Korean).

18

Laliberte, G. E., Corey, A. and Brooks, R. (1966). “Properties of unsaturated porous media.” Hydrology Paper No.3, Colorado State University, Fort Collins, CO. USA.Laliberte, G. E., Corey, A. and Brooks, R. (1966). “Properties of unsaturated porous media.” Hydrology Paper No.3, Colorado State University, Fort Collins, CO. USA.

19

Lee, S. H., Seo, W. S., Choo, Y. W. and Kim, D. S. (2008). “Developement of VPPE-BE testing system to evaluate modulus under post-compaction variation in matric suction for unsaturated compated soils.” Journal of the Korean Geotechnical Society, Vol. 24, No. 5, pp. 117-127 (in Korean).Lee, S. H., Seo, W. S., Choo, Y. W. and Kim, D. S. (2008). “Developement of VPPE-BE testing system to evaluate modulus under post-compaction variation in matric suction for unsaturated compated soils.” Journal of the Korean Geotechnical Society, Vol. 24, No. 5, pp. 117-127 (in Korean).

20

Lim, S. Y. and Lyu, T. J. (2008). “The analysis of permeability coefficient and the evaluation of equations of permeability coefficient for an unsaturated soils.” Journal of the Korean Geotechnical Society, Vol. 24, No. 1, pp. 5-13 (in Korean).Lim, S. Y. and Lyu, T. J. (2008). “The analysis of permeability coefficient and the evaluation of equations of permeability coefficient for an unsaturated soils.” Journal of the Korean Geotechnical Society, Vol. 24, No. 1, pp. 5-13 (in Korean).

21

Lu, N. and Likos, W. J. (2004). Unsaturated soil mechanics, John Wiley & Sons Inc., New York. p. 556.Lu, N. and Likos, W. J. (2004). Unsaturated soil mechanics, John Wiley & Sons Inc., New York. p. 556.

22

Masin, D. (2010). “Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 34, No. 1, pp. 73-90.Masin, D. (2010). “Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 34, No. 1, pp. 73-90.

23

Masrouri, F., Bicalho, K. V. and Kawai, K. (2008). “Laboratory hydraulic testing in unsaturated soils.” Geotechnical and Geological Engineering, Vol. 26, pp. 691-704.10.1007/s10706-008-9202-7Masrouri, F., Bicalho, K. V. and Kawai, K. (2008). “Laboratory hydraulic testing in unsaturated soils.” Geotechnical and Geological Engineering, Vol. 26, pp. 691-704.

24

Mualem, Y. (1976). “A new model for predicting the hydraulic conductivity of unsaturated porous media.” Water Resources Research, Vol. 12, No. 3, pp. 513-522.10.1029/WR012i003p00513Mualem, Y. (1976). “A new model for predicting the hydraulic conductivity of unsaturated porous media.” Water Resources Research, Vol. 12, No. 3, pp. 513-522.

25

Oh, S. B., Lee, Y. H., Bae, I. S. and Kim, S. M. (2012). “The effect of soil water retention curves under confining stress on the effective stress in variably saturated soils.” Journal of the Korean Society of Civil Engineers, Vol. 32, No. 4C, pp. 169-175 (in Korean).10.12652/Ksce.2012.32.4C.169Oh, S. B., Lee, Y. H., Bae, I. S. and Kim, S. M. (2012). “The effect of soil water retention curves under confining stress on the effective stress in variably saturated soils.” Journal of the Korean Society of Civil Engineers, Vol. 32, No. 4C, pp. 169-175 (in Korean).

26

Park, S. W., Shin, G. H. and Kim, B. S. (2006). “Soil-water characteristics and hysteretic behaviors on unsaturated pavement subgrades in test roads.” Journal of the Korean Society of Road Engineers, Vol. 8, No. 2, pp. 95-104 (in Korean).Park, S. W., Shin, G. H. and Kim, B. S. (2006). “Soil-water characteristics and hysteretic behaviors on unsaturated pavement subgrades in test roads.” Journal of the Korean Society of Road Engineers, Vol. 8, No. 2, pp. 95-104 (in Korean).

27

Richards, L. A. (1931). “Capillary conduction of liquids through porous medium.” Jour. Physics, Vol. 1, pp. 318-333.Richards, L. A. (1931). “Capillary conduction of liquids through porous medium.” Jour. Physics, Vol. 1, pp. 318-333.

28

Rijtema, P. E. (1965). An analysis of actual evapotranspiration, Agricultural Research Rep. No.659, Pudoc, Wageningen, The Netherlands.Rijtema, P. E. (1965). An analysis of actual evapotranspiration, Agricultural Research Rep. No.659, Pudoc, Wageningen, The Netherlands.

29

Romero, E., Gens, A. and Lloret, A. (1999). “Water permeability, water retention and microstructure of unsaturated compacted Boom clay.” Engineering Geology, Vol. 54, No. 1-2, pp. 11-127.10.1016/S0013-7952(99)00067-8Romero, E., Gens, A. and Lloret, A. (1999). “Water permeability, water retention and microstructure of unsaturated compacted Boom clay.” Engineering Geology, Vol. 54, No. 1-2, pp. 11-127.

30

Sheng, D. and Zhou, A. N. (2011). “Coupling hydraulic with mechanical models for unsaturated soils.” Canadian Geotechnical Journal, Vol. 48, No. 5, pp. 826-840.10.1139/t10-109Sheng, D. and Zhou, A. N. (2011). “Coupling hydraulic with mechanical models for unsaturated soils.” Canadian Geotechnical Journal, Vol. 48, No. 5, pp. 826-840.

31

Shin, G. H. and Park, S. W. (2006). “Effect of hysteresis on soil- water characteristic curve in weathered granite and gneiss soil slopes during rainfall infiltration.” Journal of the Korean Geotechnical Society, Vol. 22, No. 7, pp. 55-64 (in Korean).Shin, G. H. and Park, S. W. (2006). “Effect of hysteresis on soil- water characteristic curve in weathered granite and gneiss soil slopes during rainfall infiltration.” Journal of the Korean Geotechnical Society, Vol. 22, No. 7, pp. 55-64 (in Korean).

32

Song, Y. S. and Choi, J. S. (2012). “Hysteresis of the suction stress in unsaturated weathered mudstone soils.” Journal of the Korean Geotechnical Society, Vol. 28, No. 3, pp. 55-66 (in Korean).10.7843/kgs.2012.28.3.55Song, Y. S. and Choi, J. S. (2012). “Hysteresis of the suction stress in unsaturated weathered mudstone soils.” Journal of the Korean Geotechnical Society, Vol. 28, No. 3, pp. 55-66 (in Korean).

33

Song, Y. S., Hwang, W. K., Jung, S. J. and Kim, T. H. (2012). “A comparative study of suction stress between sand and silt under unsaturated conditions.” Engineering Geology, Vol. 124, pp. 90-97.10.1016/j.enggeo.2011.10.006Song, Y. S., Hwang, W. K., Jung, S. J. and Kim, T. H. (2012). “A comparative study of suction stress between sand and silt under unsaturated conditions.” Engineering Geology, Vol. 124, pp. 90-97.

34

Sun, D. A., Sheng, D., Xiang, L. and Sloan, S. W. (2008). “Elastoplastic prediction of hydro-mechanical behavior of unsaturated soils under undrained conditions.” Computers and Geotechnics, Vol. 35, No. 6, pp. 845-852.10.1016/j.compgeo.2008.08.002Sun, D. A., Sheng, D., Xiang, L. and Sloan, S. W. (2008). “Elastoplastic prediction of hydro-mechanical behavior of unsaturated soils under undrained conditions.” Computers and Geotechnics, Vol. 35, No. 6, pp. 845-852.

35

Tarantino, A. (2009). “A water retention model for deformable soils.” Geotechnique, Vol. 59, No. 9, pp. 751-762.10.1680/geot.7.00118Tarantino, A. (2009). “A water retention model for deformable soils.” Geotechnique, Vol. 59, No. 9, pp. 751-762.

36

Van Genuchten, M. Th. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Science Society of America Journal, Vol. 44, pp. 892-898.10.2136/sssaj1980.03615995004400050002xVan Genuchten, M. Th. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Science Society of America Journal, Vol. 44, pp. 892-898.

37

Welge, H. J. (1952). “A simplified method for computing oil recovery by gas or water drive.” Transactions AIME, Vol. 195, pp. 91-98.Welge, H. J. (1952). “A simplified method for computing oil recovery by gas or water drive.” Transactions AIME, Vol. 195, pp. 91-98.

38

Wildenschild, D., Jensen, K. H., Hollenbeck, K. J., Illangasekare, T. H., Znicari, D., Sonnenborg, T. and Butts, M. B. (1997). “A two-stage procedure for determining unsaturated hydraulic characteristics using a syringe pump and outflow observations.” Soil Science Society of America Journal, Vol. 61, pp. 347-359.10.2136/sssaj1997.03615995006100020002xWildenschild, D., Jensen, K. H., Hollenbeck, K. J., Illangasekare, T. H., Znicari, D., Sonnenborg, T. and Butts, M. B. (1997). “A two-stage procedure for determining unsaturated hydraulic characteristics using a syringe pump and outflow observations.” Soil Science Society of America Journal, Vol. 61, pp. 347-359.

39

Wind, G. P. (1955). “Field experiment concerning capillary rise of moisture in heavy clay soil.” Netherlands Journal of Agricultural Science, Vol. 3, pp. 60-69.Wind, G. P. (1955). “Field experiment concerning capillary rise of moisture in heavy clay soil.” Netherlands Journal of Agricultural Science, Vol. 3, pp. 60-69.

40

Zachman, D. W., Duchateau, P. C. and Klute, A. (1981). “The calibration of the Richards flow equation for a draining column by parameter identification.” Soil Science Society of America Journal, Vol. 45, pp. 1012-1015.10.2136/sssaj1981.03615995004500060002xZachman, D. W., Duchateau, P. C. and Klute, A. (1981). “The calibration of the Richards flow equation for a draining column by parameter identification.” Soil Science Society of America Journal, Vol. 45, pp. 1012-1015.

41

Zhou, A. N., Sheng, D. and Carter, J. P. (2012). “Modelling the effect of initial density on soil-water characteristic curves.” Geotechnique, Vol. 62, No. 8, pp. 669-680.10.1680/geot.10.P.120Zhou, A. N., Sheng, D. and Carter, J. P. (2012). “Modelling the effect of initial density on soil-water characteristic curves.” Geotechnique, Vol. 62, No. 8, pp. 669-680.

JKSCEKSCE JOURNAL OF CIVIL AND
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