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Chapter 5 INTERPRETATION OF SOIL PROPERTIES Table 5.1 Representativ ve Permeability Values for Soils The permeability (k) can be determined from the dissipation test data, either by use of the direct correlative relationship presented earlier, or alternatively by the evaluation of the coefficient of consolidation c h . Assuming radial flow, the horizontal permeability (k h ) is obtained from: k h = (5.20) where D' = constrained modulus obtained from oedometer tests. 5-22 March 2009
Chapter 5 INTERPRETATION OF SOIL PROPERTIES REFERENCES [1] Barton, N.R. (1973). “Review of a new shear strength criterion for rock joints.” Engineering Geology, Elsevier, Vol. 7, 287-332. [2] Barton, N.R., Lien, R., and Lunde, J. (1974). "Engineering classification of rock masses for the design of tunnel support". Rock Mechanics, Vol. 6 (4), 189-239. [3] Barton, N.R. (1988). “Rock mass classification and tunnel reinforcement using the Q- system.”, Rock Classification Systems for Engineering Purposes, STP No. 984, ASTM, West Conshohocken, PA, 59-84. [4] Bieniawski, Z.T. (1984). Rock Mechanics Design in Mining and Tunneling. Balkema, Rotterdam, 272 p. [5] Bieniawski, Z. T. (1989). Engineering Rock Mass Classifications, John Wiley & Sons, Inc., New York. [6] Bieniawski, Z. T. (1972). “Propagation of brittle fracture in rock.” Proceedings., 10th U.S. Symposium. On Rock Mechanics., Johannesburg, South Africa. [7] Bishop, A. W., Alpan, I., Blight, G.E., and Donald, I.B. (1960). “Factors controlling the strength of partially saturated cohesive soils.”, Proceedings, Research Conference on Shear Strength of Cohesive Soils, Boulder/CO, ASCE, 503-532. [8] Bjerrum, L. (1972). “Embankments on soft ground.” Proceedings, Performance of Earth and Earth- Supported Structures, Vol. II, (Purdue Univ. Conf.), ASCE, Reston/VA, 1-54. [9] Bolton, M.D. (1986). "The strength and dilatancy of sands", Geotechnique, Vol. 36 (1), 65- 78. [10] Bruce, D. A., Xanthakos, P. P., and Abramson, L. W. (1994). “Jet grouting”, Ground Control and Improvement, Chapter 8, 580-683. [11] Burland, J.B. (1989), "Small is beautiful: The stiffness of soils at small strains", Canadian Geotechnical Journal, Vol. 26 (4), 499-516. [12] Carter, M., and Bentley, S. P. (1991). Correlations of Soil Properties, Pentech Press Limited, London, U.K. [13] Casagrande, A., and Fadum, R. E. (1940). “Notes on soil testing for engineering purposes.” Publication 268, Graduate School of Engineering, Harvard University, Cambridge, Ma. [14] Cheney, R. S., and Chassie, R. G. (1993). “Soils and foundations workshop manual.” Circular FHWA HI-88-009, Federal Highway Administration, Washington D.C., 399. [15] Clarke, B.G. (1995). Pressuremeters in Geotechnical Design. International Thomson Publishing/UK, and BiTech Publishers, Vancouver. [16] Das, B. M. (1987). Advanced Soil Mechanics, McGraw-Hill Company, New York. [17] Das, B. M. (1990). Principles of Geotechnical Engineering,, PWS-Kent Publishing Company, Boston, MA, 665 p. March 2009 5-23
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GOVERNMENT OF MALAYSIA DEPARTMENT O
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DID MANUAL Volume 6 Foreword The fi
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CHAPTER 1 GENERAL
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