258 BIBLIOGRAPHY Mualem, Y. (1977), ‘Extension <strong>of</strong> the similarity hypothesis used for modeling the soil water characteristic’, Water Resources Research 13, 773–780. Mualem, Y. (1984a), ‘A modified dependent domain theory <strong>of</strong> hysteresis’, Soil Science 137(5), 283–291. Mualem, Y. (1984b), ‘Prediction <strong>of</strong> the soil boundary wetting curve’, Soil Science 137(6), 379– 390. Mualem, Y. (1986), Hydraulic conductivity <strong>of</strong> unsaturated soils: prediction <strong>an</strong>d formulas, in A. Klute, ed., ‘Methods <strong>of</strong> Soil Analysis. Part 1: Physical <strong>an</strong>d Mineralogical Meth- ods’, Americ<strong>an</strong> Society <strong>of</strong> Agronomy (ASA) <strong>an</strong>d Soil Science Society <strong>of</strong> America (SSSA), Madison, WI, U.S.A., pp. 799–823. Mualem, Y. & Dag<strong>an</strong>, G. (1975), ‘A dependent domain model <strong>of</strong> capillary hysteresis’, Water Resources Research 11, 452–460. Mulilis, J. P., Ch<strong>an</strong>, C. K. & Seed, H. B. (1975), The effects <strong>of</strong> method <strong>of</strong> sample preparation on the cyclic stress strain behavior <strong>of</strong> s<strong>an</strong>ds, Technical Report 75-18, EERC Report. Mulilis, J. P., Seed, H. B., Ch<strong>an</strong>, C. K., Mitchell, J. K. & Arul<strong>an</strong><strong>an</strong>d<strong>an</strong>, K. (1977), ‘Effects <strong>of</strong> sample preparation on s<strong>an</strong>d liquifaction’, Journal <strong>of</strong> the Geotechnical Engineering Division 103, 91–108. Néel, L. (1942), ‘Théories des lois d’aim<strong>an</strong>tation de Lord Raileigh’, Cah. Phys. 12, 1–20. Néel, L. (1943), ‘Théories des lois d’aim<strong>an</strong>tation de Lord Raileigh’, Cah. Phys. 13, 19–30. Nielsen, D. R. & Biggar, J. W. (1961), ‘Measuring capillary conductivity’, Soil Science 92, 192–193. Nimmo, J. R. (1992), ‘Semiempirical model <strong>of</strong> soil water hysteresis’, Soil Science Society <strong>of</strong> America Journal 56, 172–173. Nimmo, J. R. & Akstin, K. C. (1988), ‘Hydraulic conductivity <strong>of</strong> a saturated soil at low water content after compaction by various methods’, Soil Science Society <strong>of</strong> America Journal 52, 303–310. Nimmo, J. R., Rubin, J. & Hammermeister, D. P. (1987), ‘<strong>Unsaturated</strong> flow in a centrifugal field: Measurement <strong>of</strong> hydraulic conductivity <strong>an</strong>d testing <strong>of</strong> darcy´s law’, Water Resources Research 23(1), 124–134. Nützm<strong>an</strong>n, G., Thiele, M., Maciejewski, S. & Joswig, K. (1998), ‘Inverse modelling techniques for determining hydraulic properties <strong>of</strong> coarse-textured porous media by tr<strong>an</strong>sient outflow method’, Adv<strong>an</strong>ces in Water Resources 22, 273–284.
BIBLIOGRAPHY 259 Oda, M., Koishikawa, I. & Higuehi, T. (1978), ‘Experimental study <strong>of</strong> <strong>an</strong>isotropic shear strength <strong>of</strong> s<strong>an</strong>d by pl<strong>an</strong>e str<strong>an</strong>e test’, Soils <strong>an</strong>d Foundations 18(1), 25–38. Ohde, J. (1939), ‘Zur theorie der druckverteilung im baugrund’, Bauingenieur 20, 93–99. Oloo, S. Y., Fredlund, D. G. & G<strong>an</strong>, J. K.-M. (1997), ‘Bearing capacity <strong>of</strong> unpaved roads’, C<strong>an</strong>adi<strong>an</strong> Geotechnical Journal 34, 398–407. Overm<strong>an</strong>, A. & West, H. (1972), ‘Measurement <strong>of</strong> unsaturated hydraulic conductivity by the const<strong>an</strong>t outflow method’, Tr<strong>an</strong>sactions <strong>of</strong> the Americ<strong>an</strong> Society <strong>of</strong> Agricultural Engineers 15(6), 1110–1111. Papafotiou, A. (2008), Numerical Investigations <strong>of</strong> the Role <strong>of</strong> Hysteresis in Heterogeneous Two-Phase Flow Systems, PhD thesis, Institut für Wasserbau, Universität Stuttgart. Parker, J. C. & Lenhard, R. J. (1987), ‘A model for hysteretic constitutive relations governing multiphase flow: 1. Saturation pressure relations’, Water Resources Research 23(12), 2187– 2196. Parl<strong>an</strong>ge, J.-Y. (1976), ‘Capillary hysteresis <strong>an</strong>d the relationship between drying <strong>an</strong>d wetting curves’, Water Resources Research 12, 224–228. Pavlakis, G. & Barden, L. (1972), ‘Hysteresis in the moisture characteristics <strong>of</strong> clay soil’, Journal <strong>of</strong> Soil Science 23, 350–361. Peroni & Tar<strong>an</strong>tino, A. (2005), Measurement <strong>of</strong> osmotic suction using squeezing method, in T. Sch<strong>an</strong>z, ed., ‘<strong>Unsaturated</strong> Soils: Experimental Studies, Vol. I’, Springer Proceedings in Physics 93, Springer-Verlag, Berlin Heidelberg, pp. 159–168. Perroux, K. M., Raats, P. A. C. & Smiles, D. E. (1982), ‘Wetting moisture characteristic curves derived from const<strong>an</strong>t-rate infiltration into thin samples’, Soil Science Society <strong>of</strong> America Journal 46, 231–234. Pham, H. Q., Fredlund, D. G. & Barbour, S. L. (2003), ‘A practical hysteresis model for the soil-water characteristic curve for soils with negligible volume ch<strong>an</strong>ge’, Géotechnique 53(2), 293–298. Pham, H. Q., Fredlund, D. G. & Barbour, S. L. (2005), ‘A study <strong>of</strong> hysteresis models for soil-water characteristic curves’, C<strong>an</strong>adi<strong>an</strong> Geotechnical Journal 42(11), 1548–1568. Pham, H. Q., Fredlund, D. G. & Padilla, J. M. (2004), Use <strong>of</strong> the gcts apparatus for the measurment <strong>of</strong> soil-characteristic curves, in ‘57th C<strong>an</strong>adi<strong>an</strong> Geotechnical Conf.’, Quebec, pp. 1–6.
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Hydro-Mechanical Properties of Part
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