1 |
Bishop, A. W. (1959), The principle of effective stress, Teknisk Ukeblad I Samarbeide MedTeknikk, Oslo, Norway, Vol. 106, No. 39, pp. 859-863
|
2 |
Lu, N. and Likos, W, J. (2006), Suction stress characteristic curve for unsaturated soils, Journal of Geotechnicaland Geoenvironmental Engineering, Vol. 132, No. 2, pp. 131-142
DOI
ScienceOn
|
3 |
Lu, N., Godt, J. and Wu, D. T. (2010), A closed-form equation for effective stress in unsaturated soil, Water Resources Research, Vol. 46, W05515. pp. 1-141.
|
4 |
Oh, S. B., Lu, N., Kim, Y. K., Lee, S. J. and Lee, S. R. (2012) Relation between the soil water characteristic curve and the suction stress characteristic curve: experimental evidence from tests on residual soils, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 138, No. 1, pp. 47-57.
DOI
ScienceOn
|
5 |
Oh, S. B., Lu, N. and Song, H. D. (2011), Suction stress characteristic curve before failure in the K(o) consolidated triaxial tests for the compacted residual soil, Journal of Korean Geotechnical Society, Vol. 27, No. 1, pp. 41-52 (in Korean)
|
6 |
van Genuchten, M. T. (1980), A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Science Society of America Journal, Vol 44, No. 5, pp. 892-898.
DOI
ScienceOn
|
7 |
van Genuchten, M. T., Leij, F. J. and Yates, S. R. (1991), The RETC code for quantifying the hydraulic functions of unsaturated soils, EPA600/2-91/065. pp. 4-12.
|