Environmental Engineering Reference
In-Depth Information
Field Determinations
A guide to determining the various soil components on the basis of characteristics and
diagnostic procedures is given in Table 5.36, and a guide to the identification of the fine-
grained fractions is given in Table 5.37.
Field Descriptions
The elements of field descriptions, including the significance of color, and nomencla-
ture for structure and fabric, are given in Table 5.38. The importance of complete
field descriptions cannot be overstressed, since they provide the basic information for
evaluations.
References
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Mechanics , Vol. 6, No. 4, J. Int. Soc. Rock Mech ., December 1974.
Barton, N., Lien, R., and Lunde, J., Estimation of Support Requirements for Underground excava-
tion, Design Methods in Rock Mechanics, Proceedings of ASCE 16th Symposium on Rock
Mechanics, University of Minnesota, September 1975, pp. 163-178, 1977.
Bieniawski, Z. T., Geomechanics Classification of Rock Masses and Its Application to Tunneling,
Proceedings of the 3rd International Congress on Rock Mechanics, Denver, CO, Vol. IIA, 1974,
pp. 27-32.
Bieniawski, Z. T., Classification System is Used to Predict Rock Mass Behavior, World Construction ,
May 1976.
Bieniawski, Z. T., Determining rock mass deformability-experience from case histories, Int. J. Rock
Mech. Miner. Sci ., 15, 237-247, 1978.
Bieniawski, Z. T., Engineering Rock Mass Classifications , Wiley, New York, 1989.
Building Code, City of New York, Building Code-Local Law No. 76 of the City of New York, effec-
tive December 6, 1968, amended to August 22, 1969, The City Record, New York, 1968.
Burmister, D. M., The Importance and Practical Use of Relative Density in Soil Mechanics, ASTM
Vol. 48, Americon Society for Testing and Materials, Philadelphia, PA, 1948.
Burmister, D. M., Principles and Techniques of Soil Identification, Proceedings of the 29th Annual
Meeting , Highway Research Board, Washington, DC, 1949.
Burmister, D. M., Identification and Classification of Soils — An Appraisal and Statement of
Principles, ASTM STP 113, American Society For Testing and Materials, Philadelphia, PA, 1951,
pp. 3-24, 85-92.
Casagrande, A., Classification and identification of soils, Trans. ASCE , 113, 901-992, 1948.
Core Logging Comm., A guide to core logging for rock engineering, Bull. Assoc. Eng. Geol., Summer,
15, 295-328, 1978.
Cornell Univ. Final Report on Soil Solidification Research, Cornell University, Ithaca, New York,
1951.
Coon, J. H. and Merritt, A. H., Predicting In situ Modulus of Deformation Using Rock Quality
Indexes, Determination of the In-Situ Modulus of Deformation of Rock, ASTM STP 477,
American Society for Testing and Materials, Philadelphia, PA, 1970.
Deere, D. U., Technical description of rock cores for engineering purposes, Rock Mech. Eng. Geol . 1,
18-22, 1963.
Deere, D. U., Geologic considerations, in Rock Mechanics in Engineering Practice , Stagg, K. G. and
Zienkiewicz, O. C., Eds., Wiley, New York, 1969, chap. 1.
Gibbs, H. J., Hilf, J. W., Holtz, W. G., and Walker, F. C., Shear Strength of Cohesive Soils, Research
Conference on Shear Strength of Cohesive Soils, Proceedings of ASCE, Boulder, CO, June 1960,
pp. 33-162; Gillott, J.E.(1968) Clay in Engineering Geology, Elsevier, Amsterdam.
Grim, R. E., Clay Mineralogy , 2nd ed., McGraw-Hill, New York, 1962.
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