Page 21 - Geotechnical Engineering Soil and Foundation Principles and Practice

Introduction
16 Geotechnical Engineering

1.7. Which approach, that of the geotechnical engineer, the engineering geologist,
or both, is most appropriate to solve the following problems:
(a) Preparing a map of landslide hazards for zoning purposes, based on
landslide occurrence in relation to rock type.
(b) Figuring out how best to stop a landslide and restore an appropriate
factor of safety.
(c) Quantifying factors involved in a foundation failure, to be used as
a basis for prorating damages in a lawsuit.
(d) Identifying potential leaky bedrock around the edge of a water storage
reservoir.
(e) Designing erosion protection for a beach.
1.8. Look up information on Three Gorges Dam on the Yellow River in
China and suggest some methods that might be used to reduce or prevent
sedimentation of the reservoir.
1.9. What difficulty might be experienced as a result of straightening a river
immediately upstream from a bridge? Why?

Selected References

Atterberg, A. (1911). ‘‘U ¨ ber die physikalische Bodenuntersuchung, und U ¨ ber die Plastizita ¨ t
der Tone.’’ Internationale Mitteilungen fu ¨r Bodenkunde 1 (Part 1): 10.
Baker, Benjamin (1981). ‘‘The Actual Lateral Pressure of Earthwork.’’ Proc. Inst. Civ.
Engrs. (London) 65 (Part 3).
´
´
Boussinesq, J. (1885). Application des Potentiels a ` l’Etude de l’Equilibre et du Mouvement
´
des Solids Elastiques. Gauthier-Villars, Paris.
Briggs, Lyman J., and McLane, John W. (1907). ‘‘The Moisture Equivalent of Soils.’’ Bull.
45, U.S. Bureau of Soils, Washington, D.C.
Buckingham, E. (1907). ‘‘Studies on the Movement of Soil Moisture.’’ Bull. 38, U.S.
Bureau of Soils, Washington, D.C.
Casagrande, Arthur (1948). ‘‘Classification and Identification of Soils.’’ Trans. Am. Soc.
Civ. Eng. 113, 901.
Collin, Alexandre (1846). Landslides in Clay. Transl. from French by W. R. Schriever.
University of Toronto Press, Toronto, 1956.
Coulomb, C. A. (1976). ‘‘Essai sur une Application des Re ` gles de Maximis et Minimis a `
Quelques Proble ` mes de Statique, Relatifs a ` l’Architecture.’’ Me ´moires de
Mathe ´matique & de Physique, pre ´sente ´sa ` l’Acade ´mie Royale des Sciences par divers
Savans, & lus dans ses Assemble ´es, 7, 1773, pp. 343–82, Paris. English transl. by
J. Heyman, Coulomb’s Memoir on Statics, Cambridge University Press, Cambridge,
1972.
Darcy, H. (1856). ‘‘Les Fontaines Publiques de la Ville de Dijon.’’ Dijon, Paris.
Koestler, Arthur (1964). The Act of Creation. The Macmillan Co., New York.
Lambe, T. W., and Whitman, R. V. (1959). Soil Mechanics. John Wiley & Sons, New York.
Marston, A., and Anderson, A. O. (1913). ‘‘The Theory of Loads on Pipes in Ditches and
Tests of Cement and Clay Drain Tile and Sewer Pipe.’’ Bull. 31 of the Iowa
Engineering Experiment Station, Ames, Iowa.
Mitchell, J. K. and Soga, K. (2005) Fundamentals of Soil Behavior, 3rd ed. John Wiley &
Sons, New York.

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