REFERENCES - Unsaturated Soil Mechanics in Engineering Practice - page 885

or collapse of foundations on partially saturated soils, Trans-
actions of South African Institute of Civil Engineers ,Vol.6,
No. 8, pp. 255-256.
Jennings, J. E. 1961. A revised effective stress law for use in the
prediction of the behaviour of unsaturated soils, Proceedings
of Conference on Pore Pressure and Suction in Soils , London,
pp. 26-30.
Jennings, J. E. 1969. The prediction of amount and rate of heave
likely to be experienced in engineering construction on expan-
sive soils, Proceedings of the Second International Conference
on Expansive Clay Soils , Texas A & M University, College
Station, TX, pp. 99-109.
Jennings, J. E., and Knight, K. 1957. The prediction of total
heave from the double oedometer test, Proceedings of
Symposium on Expansive Clays , South African Institute of
Civil Engineers, Johannesburg, South Africa, Vol. 7, No. 9,
pp. 13-19.
Jennings, J. E. B., Firth, R. A., Ralph, T. K., and Nagar, N. 1973.
An improved method for predicting heave using the oedometer
test, Proceedings of Third International Conference on Expan-
sive Soils , Haifa, Vol. 2, pp. 149-154.
Jennings, J. E. B., and Burland, J. B. 1962. Limitations to the use
of effective stresses in partly saturated soils, Geotechnique ,
Vol. 12, No. 2, pp. 125-144.
Jensen, M. E., and Haise, H. R. 1963. Estimating evapotran-
spiration

Jovanovic, N. Z., and Annandale, J. G. 1997. A laboratory evalu-
ation of Watermark electrical resistance and Campbell Scien-
tific 229 heat dissipation matric potential sensors, Water South
Africa , Vol. 23, No. 3, pp. 227-232.
Jumikis, A. R. 1966. Thermal Soil Mechanics , Rutgers University
Press, New Brunswick, NJ.
Justo, J. L., and Delgado, A. 1987. Stress-strain paths in the
collapse-swelling-shrinkage of soils in situ , Proceedings of
the Sixth International Conference on Expansive Soil , New
Delhi, Vol. 2, pp. 596-601.
Justo, J. L., Delgado, A., and Ruiz, J. 1984. The influence of
stress-path in the collapse-swelling of soils at the laboratory,
Proceedings of the Fifth International Conference on Expan-
sive Soils , Adelaide, Australia, pp. 67-71.
Karube, D. 1983. Effect of suction on soil behaviour, Proceedings
of Seventh Asian Regional Conference on Soil Mechanics and
Foundation Engineering , Haifa, Vol. 1, pp. 30-35.
Karube, D., and Kato, S. 1989. Yield functions of unsaturated
soil, Proceedings of the Twelfth International Conference on
Soil Mechanics and Foundation Engineering , Rio de Janeiro,
Vol. 3, pp. 615-618.
Kasap, S. O., Lakhanpal, D., Patzer, C., Mandziak, T., and
Fredlund, D. G. 1994. Ultrasonic measurements on a porous
ceramic to determine soil suction, Ultrasonics , Vol. 32,

No. 5, pp. 379-383.
Kasim, F. B., Fredlund, D. G., and Gan, J. K-M. 1998a. The effects
of steady state rainfall on the matric suction conditions in
a slope, Proceedings of Second International Conference on
Unsaturated Soils, UNSAT-98 , Beijing, Vol. 1, pp. 78-83.
Kasim, F. B., Fredlund, D. G., and Gan, J. K-M. 1998b. The effect
of steady state rainfall on the matric suction conditions in
soil, in K. S. Li, J. N. Kay, and K. K. S. Ho (Eds.), Slope
Engineering in Hong Kong , Balkema, Rotterdam, pp. 75-85.
Kassif, G., and Ben Shalom, A. 1971. Experimental relationships
between swell pressure and suction, Geotechnique , Vol. 21,
No. 3, pp. 245-255.
Kato, S., and Kawai, K. 2000. Deformation characteristics of a
compacted clay in collapse under isotropic and triaxial stress
state, Soils and Foundations , Vol. 40, No. 5, pp. 75-90.
Kato, S., Yoshimura, Y., and Fredlund, D. G. 2005. Role of matric
suction in the interpretation of unconfined compression tests,
Proceedings of the Fifty-Eighth Canadian Geotechnical Con-
ference , Saskatoon, SK, Vol. 2, pp. 410-415.
Katti, R. K., Kulkarni, S. K., and Fotedar, S. K. 1969. Shear
strength and swelling pressure characteristics of expansive
soils, Proceedings of the Second International Conference on
Expansive Soils , Texas A & M University, College Station,
TX, pp. 334-342.
Kaye, G. W. C., and Laby, T. H. 1973. Tables of Physical and
Chemical Constants , 14th edition, Longman, London.
Kenai, S., Bahar, R., and Benazzoug, M. 2006. Experimental anal-
ysis of the effect of some compaction methods on mechanical
properties and durability of cement stabilized soil, Journal of
Material Science , Vol. 41, pp. 6956-6964.
Kemper, W. D., and Chepil, W. S. 1965. Size distribution of aggre-
gates, in methods of soil analysis, Part 1, C. A. Black (Ed.),
Agronomy , Vol. 9, pp. 499-510.
Kemper, W. D., and Rollins, J. B. 1966. Osmotic efficiency coeffi-
cients across compacted clays, Soil Science Society of America
Proceedings , Vol. 30, pp. 529-534.

from solar radiation, Irrigation and Drainage

Division, Proceedings of the ASCE, (IR 4) , Vol. 89,

pp. 15-41.
Jia, G. W., Zhan, T. L. T., Chen, Y. M., and Fredlund D. G.
2009a. Influence of rainfall pattern on the infiltration in to
landfill earthen final cover, Proceedings of International Sym-
posium on Geoenvironmental Engineering , Hangzhou, China,
September 8-10, pp. 641-645.
Jia, G. W., Zhan, T. L. T., Chen, Y. M., and Fredlund, D. G.
2009b. Performance of a large-scale slope model subjected to
rising and lowering water levels, Engineering Geology Jour-
nal , Vol. 106, pp. 92-103.
Johansen, O. 1975. Thermal conductivity of soils, PhD Thesis,
Trondheim, Norway (CRREL Draft Translation 637, 1977).
Johnpeer, G. D. 1986. Land subsidence caused by collapsible soils
in northern New Mexico, Ground Failure , No. 3, National
Research Council on Ground Failure Hazards, pp. 1-22.
Johnson, A. I. 1981. Glossary, in T. F. Zimmie and C. O.
Riggs (Eds.), Permeability and Groundwater Contaminant
Transport , ASTM STP 746, American Society for Testing
and Materials, Philadelphia, PA, pp. 3-17.
Johnston, L. N. 1942. Water permeable jacketed thermal radiators
as indicators of field capacity and permanent wilting percent-
age in soils, Soil Science , Vol. 54, pp. 123-126.
Jommi, C. 2000. Remarks on the constitutive modeling of unsat-
urated soils, in A. Tarantino and C. Mancuso (Eds.), Experi-
mental Evidence and Theoretical Approaches in Unsaturated
Soils , Balkema, Rotterdam, pp. 139-153.
Jones, D. E., and Holtz, W. G. 1973. Expansive Soils-The Hid-
den Disaster , Civil Engineering, American Society of Civil
Engineers, New York, pp. 87-89.
Jones, W. M., Overton, G. D. N., and Trevena, D. H. 1981. Ten-
sile strength experiments with water using a new type of
Berthelot tube, Journal of Physics: Applied Physics , Vol. 14,
pp. 1283-1291.