244 BIBLIOGRAPHY Aubertin, M., Mbonimpa, M., Bussiere, B. & Chapius, R. P. (2003), ‘A model to predict the water retention curve from basic geotechnical properties’, C<strong>an</strong>adi<strong>an</strong> Geotechnical Journal 40(6), 1104–1122. Averj<strong>an</strong>ov, S. F. (1950), About permeability <strong>of</strong> subsurface soils in case <strong>of</strong> incomplete satura- tion, in ‘The Theory <strong>of</strong> Ground Water Movement’, Vol. 7 <strong>of</strong> English Collection, Princeton Univ. Press, Princeton, NJ, pp. 19–21. Barden, L., Gown, A. M. & Collins, K. (1973), ‘The collapse mech<strong>an</strong>ism in partially saturated soil’, Engineering Geology 7(1), 49–60. Barden, L. & Pavlakis, L. (1971), ‘Air <strong>an</strong>d water permeability <strong>of</strong> compacted unsaturated cohesive soil’, Journal <strong>of</strong> Soil Science 22(3), 302–317. Basti<strong>an</strong>, P., Birken, K., Joh<strong>an</strong>nsen, K., L<strong>an</strong>g, S., Eckstein, K., Neuss, N., Reichert, H. R. & Wieners, C. (1997), ‘UG - A flexible s<strong>of</strong>tware toolbox for solving partial differential equations’, Computing <strong>an</strong>d Visualization in Science 1, 27–40. Bear, J. (1972), Dynamics <strong>of</strong> fluids in porous media, Americ<strong>an</strong> Elsevier Publishing Comp<strong>an</strong>y, Inc., New York. Bear, J. & Verruijt, A. (1987), Modeling groundwater flow <strong>an</strong>d pollution, D. Reidel Publ. Co., Dordrecht, The Netherl<strong>an</strong>ds. Benson, C. & Gribb, M. (1997), Measuring unsaturated hydraulic conductivity in the lab- oratory <strong>an</strong>d field, in S. Houston & D. G. Fredlund, eds, ‘<strong>Unsaturated</strong> Soil Engineering Practice’, number 68, ASCE, New York, NY, pp. 113–168. Benson, C. H. & Bosscher, P. J. (1999), Time-domain reflectometry TDR in geotechnics: A review, in W. A. Marr & C. E. Fairhurst, eds, ‘Nondestructive <strong>an</strong>d Automated testing for Soil <strong>an</strong>d Rock <strong>Properties</strong>’, STP 1350, ASTM, pp. 113–135. Biarez, J., Fleureau, J. M., Indarto, S. T. & Zerhouni, M. I. (1989), Influence <strong>of</strong> water negative pore pressure on the flow <strong>of</strong> gr<strong>an</strong>ular materials in silos, in Biarez & Gourvès, eds, ‘Powders <strong>an</strong>d Grains’, Balkema, Rotterdam, The Netherl<strong>an</strong>ds, pp. 385–392. Biot, M. A. (1941), ‘General theory for three-dimensional consolidation’, Journal <strong>of</strong> Applied Physics 12(2), 155–164. Bishop, A. W. (1959), ‘The principle <strong>of</strong> effective stress’, Teknisk Ukeblad I Samarbeide Med Teknikk 106(39), 859–863. Bishop, A. W. (1960), The measurement <strong>of</strong> pore pressure in the triaxial test, in ‘Pore Pressure <strong>an</strong>d Suction in Soils’, London, Butterworth, pp. 38–46.
BIBLIOGRAPHY 245 Bishop, A. W., Alph<strong>an</strong>, I., Blight, G. E. & Donald, I. B. (1960), Factors controlling the shear strength <strong>of</strong> partly saturated cohesive soils, in ‘Research Conf. on Shear Strength <strong>of</strong> Cohesive Soils’, ASCE, Univ. <strong>of</strong> Colorado, Boulder, Colo., pp. 503–532. Bishop, A. W. & Blight, G. E. (1963), ‘Some aspects <strong>of</strong> effective stress in saturated <strong>an</strong>d unsaturated soils’, Géotechnique 13(3), 177–197. Bishop, A. W. & Donald, I. B. (1961), The experimental study <strong>of</strong> partially saturated soil in the triaxial apparatus, in ‘Proc. 5th Int. Conf. Soil Mech.’, Paris, pp. 13–22. Bitterlich, S., Durner, W. & Knabner, P. (2004), ‘Inverse estimation <strong>of</strong> the unsaturated soil hydraulic properties from column outflow experiments using free-form parameterizations’, Vadose Zone Journal 3, 971–981. Blight, G. E. (1961), Strength <strong>an</strong>d consolidation characteristics <strong>of</strong> compacted soils, PhD thesis, University <strong>of</strong> London. Blight, G. E. (1965), A study <strong>of</strong> effective stresses for volume ch<strong>an</strong>ge, in G. D. Aitchison, ed., ‘Moisture Equilibria <strong>an</strong>d Moisture Ch<strong>an</strong>ges in Soils Beneath Covered Areas’, Australia, Butterworths, pp. 259–269. Bolton, M. D. (1986), ‘The strength <strong>an</strong>d dilat<strong>an</strong>cy <strong>of</strong> s<strong>an</strong>ds’, Geotechnique 36(1), 65–78. Broms, B. B. (1963), ‘The effect <strong>of</strong> degree <strong>of</strong> saturation on the bearing capacity <strong>of</strong> flexible pavements’, Highway Research Record 71, 1–14. Brooks, R. H. & Corey, A. T. (1964), Hydraulic properties <strong>of</strong> porous medium, <strong>Hydro</strong>logy Paper No. 3, Civil Engineering Department, Colorado State Univ., Fort Collins. Colorado. Buckingham, E. (1907), Studies on the movement <strong>of</strong> soil moisture, Technical Report 38, Bur. <strong>of</strong> Soils Bull., U. S. Dept. <strong>of</strong> Agric. Washington, D. C. Burdine, N. T. (1953), ‘Relative permeability calculations from pore size distribution data’, Journal <strong>of</strong> Petroleum Technology 198, 71–78. Burl<strong>an</strong>d, J. B. (1965), Some aspects <strong>of</strong> the mech<strong>an</strong>ical behavior partly saturated soils, in G. D. Aitchison, ed., ‘Moisture Equilibria <strong>an</strong>d Moisture Ch<strong>an</strong>ges in the Soils Beneath Covered Areas’, Australia, Butterworth, pp. 270–278. Cabral, A. R., Burnotte, F. & Lefebvre, G. (1999), ‘Application <strong>of</strong> tdr technology to water content monitoring <strong>of</strong> capillary barriers made <strong>of</strong> pulp <strong>an</strong>d paper residues’, Geotechnical Testing Journal 22, 39–43. Campbell, G. S. (1974), ‘A simple method for determining unsaturated conductivity from moisture retention data’, Soil Science 117(6), 311–314.
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Hydro-Mechanical Properties of Part
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