1 |
Fisher, R.A. (1926), "On the capillary forces in an ideal soil: Correction of formula given by W.B. Haines", Journal of Agricultural Science, Vol.16, pp.492-505
DOI
|
2 |
Kim, T-H. (2001), Moisture-induced tensile strength and cohesion in sand, PhD Dissertation, Department of Civil, Environmental and Architectural Engineering, University of Colorado, Boulder, CO
|
3 |
Lu, N. and Likos, W.J. (2004), Unsaturated Soil Mechanics, Wiley, New York
|
4 |
Mehrotra, V.P. and Sastry, K.V.S. (1980), "Pendular bond strength between unequal-sized particles", Powder Technology, Vol.25, pp.203-214
DOI
ScienceOn
|
5 |
Sture, S., Costes, N. C., Batiste, S. N., Lankton, M. R., Alshibli, K. A., Jeremic, B., Swanson, R. A. and Frank, M. (1998), "Mechanics of Granular Materials at Low Effective Stresses", Journal of Aerospace Engineering, ASCE, Vol.11, No.3, pp.67-72
|
6 |
Kim, T-H. and Hwang, C. (2003), "Modeling of tensile strength on moist granular earth material at low water content", Engineering Geology, Vol.69, pp.233-244
DOI
ScienceOn
|
7 |
Schubert, H. (1982), Kapillarität in Porösen Festsoffsystemen, Springer Verlag, Berlin
|
8 |
Fang, H. Y. and Fernandez (1981), "Determination of tensile strength of soils by unconfined-penetration test", ASTM STP 740, pp.130-144
|
9 |
Spencer, E. (1968), "Effect of tension of stability of embankment", Journal of the Soil Mechanics and Foundation Division, ASCE, Vol.94, No.SM5, pp.1159-1173
|
10 |
Cho, G.C. and Santamarina, J.C. (2001), "Unsaturated particulate materials: Particle-level studies", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.127, No.1, pp.84-96
DOI
ScienceOn
|
11 |
Ingles, O.G. (1962), "Bonding forces in soils, Part III: A theory of tensile strength for stabilized and naturally coherent soils", Proceedings of the First Conference of the Australian Road Research Board, Vol.1, pp.1025-1047
|
12 |
Lu, N. and Likos, W.J. (2006), "Suction stress characteristic curve for unsaturated soil", Journal of Geotechnical and Geoenvironmental Engineering, Vol.132, No.2, pp.131-142
DOI
ScienceOn
|
13 |
Suklje, L. (1969), "Rheological aspects of soil mechanics", Wiley- Interscience, pp.456-473
|
14 |
Schubert, H. (1975), "Tensile strength of agglomerates", Powder Technology, Vol.11, pp.107-119
DOI
ScienceOn
|
15 |
Kim, T-H., Kim, C-K., Jung, S-J., Lee, J-H. (2007), "Tensile strength characteristics of contaminated and compacted sand-bentonite mixtures", Environmental Geology, Vol.52, No.4, pp.653-661
DOI
|
16 |
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, pp.892-898
DOI
ScienceOn
|
17 |
Dallavalle, J.M. (1943), Micrometrics, Pitman, London
|
18 |
Sparks, A.D.W. (1963), "Theoretical considerations in stress equations for partly saturated soils", Proc. Regional Conf. for Africa on Soil Mechanics, Salisbury, Rhodesia, Vol.1, pp.215-218
|
19 |
Allen, A. (2001), "Contaminant landfills: the myth of sustainability", Engineering Geology, Vol.60, pp.3-19
DOI
ScienceOn
|
20 |
Leonards, G. A. and Narain, J. (1963), "Flexibility of clay and cracking of earth dams", Jour. of Soil Mech. and Found. Div., Proc. ASCE, Vol.89, No.SM2, pp.47-98
|
21 |
Blight, G.E. (1967), "Effective stress evaluation for unsaturated soils", Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.93, SM. 2, pp.125-148
|
22 |
Rumpf, H. (1961), "The strength of granules and agglomerates", In Agglomeration, W.A. Knepper (ed.), Interscience, New York
|