Environmental Engineering Reference
In-Depth Information
Krahn, J., and Fredlund, D. G. 1972. On total matric and osmotic
suction, Journal of Soil Science Journal , Vol. 114, No. 5,
pp. 339-348.
Krahn, J., and Fredlund, D. G. 1983. Variability of the engineer-
ing properties of natural soil deposits, Proceedings of the
Fourth International Conference on Applications of Statistics
and Probability in Soil and Structural Engineering , Florence,
Italy, June 13-17, Vol. 2, pp. 1017-1029.
Krahn, J., Fredlund, D. G., and Klassen, M. J. 1989. Effect of soil
suction on slope stability at Notch Hill, Canadian Geotechni-
cal Journal , Vol. 26, No. 2, pp. 269-278.
Krisdani, H., Rahardjo, H., and Leong, E. C. 2005. Behaviour
of capillary barrier system constructed using residual soil,
Proceeding of Geo-Frontiers Congress, ASCE , Austin, TX,
pp. 1-15.
Krisdani, H., Rahardjo, H., and Leong, E. C. 2006. Experimen-
tal study of 1-D capillary barrier model using geosynthetic
material as the coarse-grained layer, in Proceedings of Fourth
International Conference on Unsaturated Soils , ASCE ,Geo
Institute, Phoenix, AZ, pp. 1683-1694.
Krisdani, H., Rahardjo, H., and Leong, E. C. 2008a. Effects of
different drying rates on shrinkage characteristics of a resid-
ual soil and soil mixtures, Journal of Engineering Geology ,
Vol. 102, pp. 31-37.
Krisdani, H., Rahardjo, H., and Leong, E. C. 2008b. Measure-
ment of geotextile-water characteristic curve using capillary
rise principle, Geosynthetics International Journal , Vol. 15,
No. 2, pp. 86-94.
Krisdani, H., Rahardjo, H., and Leong, E. C. 2009. Use of instanta-
neous profile and statistical methods to determine permeability
functions of unsaturated soils, Canadian Geotechnical Jour-
nal , Vol. 46, No. 7, pp. 869-874.
Krisdani, H., Rahardjo, H., and Leong, E. C. 2010a. Application
of geosynthetic material as a coarse-grained layer in capillary
barriers, special issue on unsaturated geosynthetics, Geosyn-
thetics International Journal , Vol. 17, No. 5, pp. 323-331.
Krisdani, H., Rahardjo, H., and Leong, E. C. 2010b. Response to
discussion by Mbonimpa, M., Aubertin, M. and Bussiere, B.
on “Effects of different drying rates on shrinkage characteris-
tics of a residual soil and soil mixtures,” Journal of Engineer-
ing Geology , Vol. 107, Nos. 3-4, pp. 172-173 2009, discus-
sion published in Journal of Engineering Geology , Vol. 110,
Nos. 1-2, pp. 30-31.
Krohn, J. P., and Slosson, J. E. 1980. Assessment of expansive soils
in the United States, Proceedings of Fourth International Con-
ference on Expansive Soils , Denver, CO, Vol. 1, pp. 596-608.
Krynine, D. P. 1948. Analysis of the latest American tests on soil
capillarity, Proceedings of Second International Conference
on Soil Mechanics Foundation Engineering , Rotterdam, The
Netherlands, Vol. 3, pp. 100-104.
Kunze, R. J., Uehara, G., and Graham, K. 1968. Factors impor-
tant in the calculation of hydraulic conductivity, Soil Science
Society of America Proceedings , Vol. 32, pp. 760-765.
Kurucuk, N., Kodikara, J., and Fredlund, D. G. 2007. Prediction of
compaction curves, Proceedings of the Tenth Australia-New
Zealand Conference on Geomechanics , Brisbane, Australia,
Vol. 2, pp. 115-119.
Kurucuk, N., Kodikara, J., and Fredlund, D. G. 2008. Theoreti-
cal modelling of the compaction curve, Proceedings of the
First European Conference on Unsaturated Soils , Durham,
UK, pp. 375-379.
Kurucuk, N., Kodikara, J., and Fredlund, D. G. 2009. Evolution
of the compaction process: Experimental study-Preliminary
results, Proceedings of the Fourth Asia-Pacific Conference on
Unsaturated Soils , Newcastle, Australia, November 23-25,
Vol. 2, pp. 887-893.
Kurucuk, N., Kodikara, J., and Fredlund, D. G. 2011. Null-type
axis-translation technique: Is it applicable to soils with low
degrees of saturation? Proceedings of the Fifth Asia-Pacific
Conference on Unsaturated Soils , Payatta, Thailand.
Kyklema, J. 2000. Fundamentals of Interface and Colloid Science ,
Volume III, Liquid-Fluid Interface , Academic, New York.
Ladd, C. C. 1960. Mechanisms of swelling in compacted clay,
Highway Research Board Bulletin , National Research Coun-
cil, No. 245, pp. 10-26.
Lai, S. H., Tiedje, J. M., and Erickson, A. E. 1976. In situ measure-
ment of gas diffusion coefficient in soils, Soil Science Society
of America Journal , Vol. 40, pp. 3-6.
Laliberte, G. E. 1969. A mathematical function for describing
capillary pressure-desaturation data, Bulletin of the Interna-
tional Association Hydrological Sciences , Vol. 14, No. 2,
pp. 131-149.
Laliberte, G. E., and Corey, A. T. 1966. Hydraulic properties of dis-
turbed and undisturbed soils, Special Topics Publication No.
417, American Society for Testing and Materials, Philadel-
phia, PA.
Lam, L., and Fredlund, D. G. 1984. Saturated-unsaturated transient
finite element seepage model for geotechnical engineering,
Advanced Water Resources , Vol. 7, pp. 132-136.
Lam, L., and Fredlund, D. G. 1993. A general limit equilibrium
model for three-dimensional slope stability analysis, Canadian
Geotechnical Journal , Vol. 30, No. 6, pp. 905-919.
Lam, L., and Fredlund, D. G. 1994. Reply: A general limit
equilibrium model for three-dimensional slope stability
analysis, Canadian Geotechnical Journal , Vol. 31, No. 5,
pp. 795-796.
Lam, L., and Fredlund, D. G. 1996. Appropriate intercolumn
force functions and lambda values for three-dimensional
slope stability analysis, Proceedings of the Seventh Inter-
national Symposium on Landslides ,
Trondheim,
Norway,
pp. 1283-1288.
Lam, L., Fredlund, D. G., and Barbour, S. L. 1987. Transient seep-
age model for saturated-unsaturated soil systems: A geotech-
nical engineering approach, Canadian Geotechnical Journal ,
Vol. 24, No. 4, pp. 565-580.
Lambe, T. W. 1951a. Soil Testing for Engineers , 2nd ed., Wiley,
New York.
Lambe, T. W. 1951b. Capillary phenomena in cohesionless soils,
Transactions ASCE , Vol. 116, pp. 401-423.
Lambe, T. W. 1958. The structure of compacted clay, Journal
of Soil Mechanical Foundation Engineering Division, ASCE ,
Vol. 84, No. 2, pp. 1-34.
Lambe, T. W. 1960a. A mechanistic picture of shear strength in
clay, Proceedings of Research Conference on Shear Strength
of Cohesive Soils, ASCE , University of Colorado, Boulder,
CO, pp. 555-580.
Lambe, T. W. 1960b. Structure of compacted clay, Transactions,
ASCE , Vol. 125, pp. 682-705.
Lambe, T. W. 1967. Stress path method, Journal of Soil Mechan-
ics Foundation Engineering Division, ASCE ,SM6,Vol.93,
pp. 309-331.
 
Search WWH ::




Custom Search