262 BIBLIOGRAPHY Rojas, J. C., Salinas, L. M. & Sejas, C. (2007), Plate-load tests on <strong>an</strong> unsaturated le<strong>an</strong> clay, in T. Sch<strong>an</strong>z, ed., ‘Experimental <strong>Unsaturated</strong> Soil Mech<strong>an</strong>ics’, Springer-Verlag, Berlin Heidelberg, pp. 445–451. Romero, E. (1999), Characterisation <strong>an</strong>d thermo-hydromech<strong>an</strong>ical behaviour <strong>of</strong> unsaturated boom clay: <strong>an</strong> experimental studys, PhD thesis, Universitat Politècnica de Catalunya, Barcelona, Spain. Rose, D. (1968), ‘Water movement in porous materials. iii. evaporation <strong>of</strong> water from soil’, British Journal <strong>of</strong> Applied Physics 2(1), 1770–1791. Roth, C. H., Malicki, M. A. & Plagge, R. (1992), ‘Empirical evaluation <strong>of</strong> the relationships between soil dielectric constent <strong>an</strong>d volumetric water content as the basis for calibrating soil moisture measurements by TDR’, Journal <strong>of</strong> Soil Science 43(1), 1–13. Salter, P. L. & Williams, J. B. (1965), ‘The influence <strong>of</strong> texture on the moisture characteristics <strong>of</strong> soils. Part 1: A critical comparison <strong>of</strong> techniques for determining the available water capacity <strong>an</strong>d moisture characteristic curve <strong>of</strong> a soil’, Journal <strong>of</strong> Soil Science 16, 1–15. Sch<strong>an</strong>z, T. (1998), Zur Modellierung des mech<strong>an</strong>ischen Verhaltens von Reibungsmaterialien, Mitteilung 45, Institut für Geotechnik, Universität Stuttgart. Sch<strong>an</strong>z, T. & Alabdullah, J. (2007), Testing unsaturated soil for pl<strong>an</strong>e strain condition: A new double wall biaxial device, in T. Sch<strong>an</strong>z, ed., ‘Experimental <strong>Unsaturated</strong> Soil Mech<strong>an</strong>ics’, Springer Proceedings in Physics 112, Springer-Verlag, Berlin Heidelberg, pp. 169–178. Sch<strong>an</strong>z, T., Lins, Y., Tripathy, S. & Agus, S. S. (2002), Model test for determination <strong>of</strong> permeability <strong>an</strong>d collapse potential <strong>of</strong> a partially saturated s<strong>an</strong>d, in J. P. Magn<strong>an</strong>, ed., ‘Parametre de calcul geotéchnique’, Presses de l’ENPC/LCPC, Paris, pp. 111–121. Sch<strong>an</strong>z, T., Mikulitsch, V. & Lins, Y. (2001), Untersuchungen <strong>an</strong> teilgesättigten, gr<strong>an</strong>ularen Reibungsmaterialien, in T. Sch<strong>an</strong>z, ed., ‘3. Workshop - Teilgesättigte Böden’, Bauhaus- Universität Weimar, pp. 145–159. Sch<strong>an</strong>z, T. & Vermeer, P. A. (1996), ‘Angles <strong>of</strong> friction <strong>an</strong>d dilat<strong>an</strong>cy <strong>of</strong> s<strong>an</strong>d’, Géotechnique 46(1), 145–151. Schultze, B., Ippisch, O., Huwe, B. & Durner, W. (1997), Dynamic nonequilibrium during unsaturated water flow, in M. T. V. Genuchten, F. J. Leij & L. Wu, eds, ‘Proc. <strong>of</strong> the Int. Workshop on Characterization <strong>an</strong>d Measurement <strong>of</strong> the Hydraulic <strong>Properties</strong> <strong>of</strong> Unsatu- rated Porous Media’, University <strong>of</strong> California, Riverside, CA., pp. 877–892. Scott, P. S., Farquhar, G. J. & Kouwen, N. (1983), Hysteretic effects on net infiltration, in ‘Adv<strong>an</strong>ces in infiltration’, ASAE St. Joseph, MI, Publ. 11, pp. 163–170.
BIBLIOGRAPHY 263 Selig, E. & M<strong>an</strong>sukh<strong>an</strong>i, S. (1975), ‘Relationship <strong>of</strong> soil moisture to dielectric property’, Journal <strong>of</strong> the Geotechnical Engineering Division 107(8), 755–770. Shaw, B. & Baver, L. D. (1939), ‘An electrothermal method for following moisture ch<strong>an</strong>ges <strong>of</strong> the soil insitu’, Soil Science Society <strong>of</strong> America Journal 4, 78–83. Sheta, H. (1999), Simulation von Mehrphasenvorgängen in porösen Medien unter Ein- beziehung von Hysterese-Effekten, PhD thesis, Institut für Wasserbau, Universität Stuttgart. Siddiqui, S. I. & Drnevich, V. P. (1995), A new method <strong>of</strong> measuring density <strong>an</strong>d mois- ture content <strong>of</strong> soil using the technique <strong>of</strong> time domain reflectometry, Technical Report FHWA/IN/JTRP-95/9, Indi<strong>an</strong>a Department <strong>of</strong> Tr<strong>an</strong>sportation, Purdue University. Sillers, W. S. (1997), The mathmetical representation <strong>of</strong> the soil-water characteristic curve, PhD thesis, University <strong>of</strong> Saskatchew<strong>an</strong>. Sillers, W. S. & Fredlund, D. G. (2001), ‘Statistical assessment <strong>of</strong> soil-water characteristic curve models for geotechnical engineering’, C<strong>an</strong>adi<strong>an</strong> Geotechnical Journal 38, 1297–1313. Singh, V. P. (1997), Kinematic Wave Modelling in Water Resources: Environmental <strong>Hydro</strong>l- ogy, Wiley, New York. Skempton, A. W. (1961), Effective stress in soils, concrete <strong>an</strong>d rocks, in ‘Pore Pressure <strong>an</strong>d Suction in Soils’, London, Butterworth, pp. 4–16. Sp<strong>an</strong>ner, D. C. (1951), ‘The peltier effect <strong>an</strong>d its use in the measurement <strong>of</strong> suction pressure’, Journal <strong>of</strong> Experimental Bot<strong>an</strong>y 11, 145 –168. St<strong>an</strong>nard, D. I. (1992), ‘Tensiometers - theory, construction <strong>an</strong>d use’, Geotechnical Testing Journal 15(1), 48–58. Staple, W. J. (1965), ‘Moisture tension, diffusivity, <strong>an</strong>d conductivity <strong>of</strong> a loam soil during wetting <strong>an</strong>d drying’, C<strong>an</strong>adi<strong>an</strong> Journal <strong>of</strong> Soil Science 45, 78–86. Stauffer, F. (1977), Einfluss der kapillaren Zone auf inst<strong>an</strong>tionäre Drainagevorgänge, PhD thesis, ETH Zürich, Zürich, Switzerl<strong>an</strong>d. Steensen-Bach, J. O., Foged, N. & Steenfelt, J. S. (1987), Capillary induced stresses - Fact or fiction?, in ‘Nineth ECSMFE, Groundwater Effects in Geotechnical Engineering’, Dublin, pp. 83–89. Stoimenova, E., Datcheva, M. & Sch<strong>an</strong>z, T. (2003a), ‘Application <strong>of</strong> two-phase regression to geotechnical data’, Pliska Stud. Math. Bulgar. 16, 245–257.
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