Measurement of Properties - Geotechnical Engineering Investigation - page 268

Wineland, Borehole Shear Device, Proceedings Conference on In Situ Measurement of Soil Properties,
Geotechnical Engineering Division, ASCE, North Carolina State University, June 1-4, 1975.
Wu, T. H., Soil Mechanics , Allyn and Bacon, Inc., Boston, 1966.
Further Reading
ASTM, Testing Techniques for Rock Mechanics, ASTM Special Technical Publication No. 402,
American Society for Testing and Materials, Philadelphia, PA, 1965.
Barton, N., Estimating Shear Strength on Rock Joints, Proceedings of the 3rd International Congress
on Rock Mechanics, International Society for Rock Mechanics, Denver, Vol. llA, 1974, pp.
219-221.
Deklotz, E. J. and Boisen, B., Development of Equipment for Determination of Deformation
Modulus and In-Situ Stress by Large Flatjacks, in Determination of In-Situ Modulus of
Deformation of Rock, ASTM Special Technical Publication 477, American Society For Testing
and Materials, Philadelphia, PA, 1970.
DeMello, V. F. B., The Standard Penetration Test, State-of-the-Art Session 1, Proceedings of the 4th
Panamerican Conference Soil Mechanics and Foundation Engineering, San Juan, Puerto Rico, Vol.
1, 1971, pp. 1-86.
Goodman, R. E., The Mechanical Properties of Joints, Proceedings 3rd International Congress on Rock
Mechanics, International Society for Rock Mechanics, Denver, Vol. lA, 1974, pp. 127-140.
Grubbs, B. R. and Nottingham, L. C., Applications of Cone Penetrometer Tests to Gulf Coast
Foundation Studies, presented at Meeting of Texas Section, ASCE, Corpus Christi, Apr., 1978.
Heuze, F. E., Sources of errors in rock mechanics field measurements and related solutions, Intl. J.
Rock Mech., Miner. Sci., 8, 1971.
Hilf, J. W., Compacted fill, Foundation Engineering Handbook , Winterkorn, H.F. and Fang, H.-Y., Eds.,
Van Nostrand Reinhold Co., New York, 1975, chap. 7.
Mitchell, J. K., Fundamentals of Soil Behavior , Wiley, New York, 1976.
NCE, Instruments-Cambridge Camkometer Goes Commercial, NCE International (The New Civil
Engineer), Institute of Civil Engineers, London, Oct. 1978, p. 53.
Nelson, J. D. and Thompson, E. G., A theory of creep failure in overconsolidated clay, Proc. ASCE, J.
Geotech. Eng. Div., 102, 1281-1294, 1977.
Obert, L. and Duval, W. F., Rock Mechanics and the Design of Structures in Rock , Wiley, New York, 1967.
Poulos, H. G., deAmbrosis, L. P. and Davis, E. H., Method of calculating long-term creep settlements,
Proc. ASCE J. Geotech. Eng. Div., 102, 787-804, 1976.
Rapheal, J. M. and Goodman, R. E., Strength and deformability of highly fractured rock, Proc. ASCE
J. Geotech. Eng. Div., Vol. 105, 1285-1300, 1979.
Richart, Jr., F. E., Foundation vibrations, Proc. ASCE J. Soil Mech. Found. Eng. Div., 88, 1960.
Richart, Jr.,F. E., Hall, Jr., J. R., and Woods, R. D., Vibrations of Soils and Foundations , Prentice-Hall,
Englewood Cliffs, NJ, 1970.
Sharp, J. C., Maini, Y. N. and Brekke, T. L., Evaluation of the Hydraulic Properties of Rock Masses.
New Horizons in Rock Mechanics , Proceedings of the 14th Symposium on Rock Mechanics, ASCE,
University Park, PA, 1973, pp. 481-500.
Woodward. R. J., Gardner, W. S. and Greer, D. M., Drilled Pier Foundations , McGraw-Hill Book, New
York, 1972.