[1]
J. J. Wang, J. T. Deng and S. L. Wu, Research on Shear Strength of Compacted Loess, Appl. Mech. Mater. 448 (2014) 1284-1288.
Google Scholar
[2]
T. Nishimura and D. G. Fredlund, Relationship between shear strength and matric suction in an unsaturated silty soil, in: H. Rahardjo et al. (Eds. ), Unsaturated Soils for Asia, CRC Press, Boca Raton, 2000, pp.563-568.
DOI: 10.1201/9781003078616-98
Google Scholar
[3]
T. M. Thu, H. Rahardjo and E. -C. Leong, Soil-water characteristic curve and consolidation behavior for a compacted silt, Can. Geotech. J. 44(3) (2007) 266-275.
DOI: 10.1139/t06-114
Google Scholar
[4]
J. A. Munoz-Castelblanco, J. M. Pereira, P. Delage, and Y. I. Cui, The water retention properties of a natural unsaturated loess from Northern France, Géotech. 62(2) (2012) 95-106.
DOI: 10.1680/geot.9.p.084
Google Scholar
[5]
F. C. Yi, Z. Wang and M. J. Zhou, Research on the Soil Water Characteristic Curve and Prediction of Compacted Bentonite, Adv. Mater. Res. 518-523 (2012) 2785-2791.
DOI: 10.4028/www.scientific.net/amr.518-523.2785
Google Scholar
[6]
N. Lu and W. J. Likos, Unsaturated soil mechanics, Wiley, New York, (2004).
Google Scholar
[7]
R. Bulut, R. L. Lytton and W. K. Wray, Soil suction measurements by filter paper, in: C. Vipulanandan et al. (Eds. ), Expansive Clay Soils and Vegetative Influence on Shallow Foundations, ASCE, Houston, 2001, pp.243-261.
DOI: 10.1061/40592(270)14
Google Scholar
[8]
F. Bai, S. Liu and J. Yuan, Calibration test for total suction wetting curve of filter paper, Rock Soil Mech. 32(8) (2011) 2336-2340.
Google Scholar
[9]
W. J. Hamer and Y. C. Wu, Osmotic Coefficients and Mean Activity Coefficients of Uni-univalent Electrolytes in Water at 25°C, J. Phys. Chem. Ref. Data 1 (1972) 1047.
DOI: 10.1063/1.3253108
Google Scholar
[10]
M. T. van Genuchten, A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Am. J. 44(5) 1980 892-898.
DOI: 10.2136/sssaj1980.03615995004400050002x
Google Scholar