REFERENCES - Unsaturated Soil Mechanics in Engineering Practice - page 892

soils in China, Geotechnical Geological Engineering Journal ,
Vol. 28, pp. 105-117.
Misfeldt, G., Stone, J., and Fredlund, D. G. 2006. Protocol for pre-
liminary modeling of an evaporative cover system, Proceed-
ings of the Canadian Geotechnical Conference , Vancouver,
BC, Vol. 1, pp. 1170-1177.
Mitchell, A. R., and van Genuchten, M. Th. 1992. Shrinkage of
bare and cultivated soil, Soil Science Society of America Jour-
nal , Vol. 56, pp. 1036-1042
Mitchell, J. K. 1962. Components of pore water pressure and their
engineering significance, Clays and Clay Minerals , Vol. 10,
pp. 162-184.
Mitchell, J. K. 1973a. Chemico-osmotic effects in fine-grained
soils, Journal of the Soil Mechanics and Foundations Division,
ASCE , Vol. 99, pp. 307-322.
Mitchell, J. K. 1973b. Recent advances in the understanding of
the influence of mineralogy and pore solution chemistry on
the swelling and stability of clays, Proceedings of the Third
International Conference on Expansive Soils ,Haifa,Vol.2,
pp. 11-25.
Mitchell, J. K. 1976. Fundamentals of Soil Behaviour , Wiley, New
Yo r k .
Mitchell, J. K. 1993. Fundamentals of Soil Behavior , 2nd ed.,
Wiley, New York.
Mitchell, J. K., and Sitar, N. 1982. Engineering properties of trop-
ical residual soils, Proceedings of Specialty Conference on
Engineering and Construction in Tropical and Residual Soils,
ASCE , Honolulu, HI, pp. 30-57.
Mitchell, P. W., and Avalle, D. L. 1984. A technique to predict
expansive soils movements, Proceedings of the Fifth Inter-
national Conference on Expansive Soils , Adelaide, Australia,
pp. 124-130.
Mitsuhiro, M., and Kataoka, Y. 1988. Study on liquid-vapor inter-
face of water. I. Simulated results of thermodynamic prop-
erties and orientational structure, Journal of Chemistry and
Physics , Vol. 88, No. 5, pp, 3233-3245.
Mohr, O. 1914. Abhandlungen aus dem gebiete der technischen
mechanic , 3rd ed., Welhelm Ernst and Sohn, Berlin.
Moldrup, P., Yoshikawa, S., Olesen, T., Komatsu, T., and
Rolston, D. E. 2003. Gas diffusivity in undisturbed volcanic
ash soils: Test of soil-water characteristic based prediction
models, Soil Science Society of American Journal , Vol. 67,
pp. 41-51.
Monroy, R., Zdravkovic, L., and Ridley, A. 2008. Volumetric
behaviour of compacted London clay during wetting and
loading, paper presented at the First European Conference on
Unsaturated Soils, Durham, UK, pp. 315-320.
Montanez, J. E. C. 2002. Suction and volume changes of com-
pacted sand-bentonite mixtures, PhD Thesis, University of
London, Imperial College of Science, London.
Monteith, J. L. 1965. Evaporation and environment, Symposium on
the Sociological Experimental Biology , Vol. 19, pp. 205-224.
Moore, R. E. 1939. Water conduction from shallow water tables,
Hilgardia , Vol. 12, No. 6, pp. 383-426.
Morgenstern, N. R. 1979. Properties of compacted soils, Proceed-
ings of the Sixth Pan American Conference on Soil Mechanics
and Foundation Engineering , Lima, Vol. 3, pp. 349-354.
Morgenstern, N. R., and Balasubramonian, B. I. 1980. Effects of
pore fluid on the swelling of clay-shale, Proceedings of the

Fourth International Conference on Expansive Soils , Denver,
CO, pp. 190-205.
Morgenstern, N. R., and Price, V. E. 1965. The analysis of the
stability of general slip surfaces, Geotechnique , Vol. 15,

pp. 79-93.
Morgenstern, N. R., and Price, V. E. 1967. A numerical method for
solving the equation of general slip surfaces, British Computer
Journal , Vol. 9, pp. 338-393.
Mou, C. H., and Chu, T. Y. 1981. Soil suction approach for
swelling potential evaluation, Transportation Research Record
No. 790, Washington, DC, pp. 54-60.
Mualem, Y. 1973. Modified approach to capillary hysteresis based
on a similarity hypothesis, Water Resources Research Journal ,
Vol. 9, No. 5, pp. 1324-1331.
Mualem, Y. 1974. A conceptual model of hysteresis, Water
Resources Research , Vol. 10, No. 3, pp. 514-520.
Mualem, Y. 1976a. A new model for predicting hydraulic conduc-
tivity of unsaturated porous media, Water Resources Research ,
Vol. 12, pp. 513-522.
Mualem, Y. 1976b. Hysteretical models for prediction of the
hydraulic conductivity of unsaturated porous media, Water
Resources Research , Vol. 12, No. 6, pp. 1248-1254.
Mualem, Y. 1984a. A modified dependent domain theory of hys-
teresis, WaterResourcesResearch , Vol. 12, pp. 513-522.
Mualem, Y. 1984b. Prediction of the soil boundary wetting curve,
Soil Science , Vol. 137, pp. 379-389.
Mualem, Y. 1986. Hydraulic conductivity of unsaturated soils: Pre-
diction and formulas, in Methods of Soil Analysis ,Part1:
Physical and mineralogical methods, Second edition, Agron-
omy, Madison, WI, pp. 799-823.
Mualem, Y. 1992. Modeling the hydraulic conductivity of unsat-
urated porous media, Proceedings of International Workshop ,
University of California, Riverside, CA, pp. 1-14.
Mualem, Y., and Miller, E. E. 1979. A hysteresis model based on
an explicit domain-dependent function, Journal of Soil Sci-
ence , Vol. 43, No. 106-110.
Munoz-Carpena, R. 2004. Field devices for monitoring water con-
tent, Bulletin No. 343, Department of Agricultural and Bio-
logical Engineering, Florida Cooperative Extension Service,
Institute of Food and Agricultural Sciences, University of
Florida, Gainesville, FL.
Nagpal, N. K., and Boersma, L. 1973. Air entrapment as a possible
source of error in the use of a cylindrical heat probe, Proceed-
ings Soil Science Society America , Vol. 37, pp. 828-832.
Narasimhan, T. N., and Witherspoon, P. A. 1977. Numerical
model for saturated-unsaturated flow in deformable porous
media, 1. Theory, Water Resources Research , Vol. 13, No. 3,
pp. 657-664.
NAVFAC. 1971. Soil Mechanics Foundation and Earth Structures,
Design Manual , NAVFACDM-7, Naval Facilities Engineering
Command, Department of the Navy, Bureau of Yards and
Docks, Washington, DC.
Neel, L. 1942. Theorie des lois d'aimantation de Lord Rayleigh,
1, Cahiers de Physique , Vol. 12, pp. 1-20.
Neel, L. 1943. Theorie des lois d'aimantation de Lord Rayleigh,
2, Cahiers de Physique , Vol. 13, pp. 18-30.
Nelson, J. D., and Miller, D. J. 1992. Expansive Soils: Prob-
lems and Practice in Foundation and Pavement Engineering ,
Wiley, New York.