References
- American Society for Testing and Materials (1993), 'Standard Test Methods for Field Vane Shear Test in Cohesive Soil (D2573-72)', Annual Book of Standards, Vol.4.08, ASTM, Philadelphia, pp. 346-348
- American Society for Testing and Materials (1993), 'Standard Test Methods for Deep Quasi-Static, Cone and Friction-Cone Penetration Tests of Soil (D344 1-86)', Annual Book of Standards, Vol.4.08, ASTM, Philadelphia, pp.469-474
- Baligh, M. M., Azzouz, A. S., and Martin, R. T. (1980), 'Cone Penetration Tests Offshore the Venezuelan Coast', Report No. MlTSG 80-21, Massachusetts Institute of Technology, Cambridge, MA, 163 p
- Bjerrum, L. (1988), 'Embankments on Soft Ground', Proceedings, Performance of Earth and Earth-Supported Structures, ASCE, Lafayette, IN, Vol.2, pp.1-54
- Campanella, R. G. and Robertson, P. K., 'Current Status of the piezocone Test', Proceedings, International Symposium on Penetration Testing (ISOPTI), Vol.1, Orlando, pp.93-116
- Chandler, R. J. (1987), 'The In-Situ Measurement of Undrained Shear Strength of Clays Using The Field Vane', Vane Shear Strength Testing in Soils: Field and Laboratory Studies (STP 1014), Ed. A.F. Richards, ASTM, Philadelphia, pp.13-45
- Kulhawy, F. H. and Mayne, P. W. (1990), 'Manual on Estimating Soil Properties for Foundation Design', Report EL-6800, Electric Power Research Institute, Palo Alto, 306 p
- Kulhawy, F. H., Beech, J. F., and Trautmann, C. H. (1989), 'Influence of Geologic Development on Horizontal Stress in Soil', Foundation Engineering: Current Principles and Practices (GSP 22), Vol.1, Ed. F.H. Kulhawy, ASCE, New York, pp.43-57
- Mayne, P. W. and Mitchell, J. K. (1988), 'Profiling OCR in Clays by Field Vane', Canadian Geotechnical Journal, Vol.25, No.1, pp.150-157 https://doi.org/10.1139/t88-015
- Mayne, P. W. (1991), 'Determination of OCR in Clays by Piezocone Tests Using Cavity Expansion and Critical State Concepts', Soils and Foundations, Vol.31, No.2, pp.65-76
- Mayne, P. W., Kulhawy, F. H., and Kay, J. N. (1990), 'Observations on Development of Pore Water Stresses During Piezocone Penetration in Clays', Canadian Geotechnical Journal, Vol.27, No.4, pp.418-428 https://doi.org/10.1139/t90-058
-
Mesri, G. (1989), 'A Reevaluation of
$S_{u(mob)}$ = 0.22$\bar{\sigma}_p$ Using Laboratory Shear Tests', Canadian Geotechnical Journal, Vol.26, No.1, pp.162-164 https://doi.org/10.1139/t89-017 - Larsson, R. (1980), 'Undrained Shear Strength in Stability Calculation of Embankments and Foundations on Clays', Canadian Geotechnical Journal, Vol.17, pp.591-602 https://doi.org/10.1139/t80-066
- Skempton, A. and Henkel, D. (1957), 'Tests on London Clay from Deep Borings', Proceedings, 4th International Conference on Soil Mechnics and Foundation Engineering, London, pp.100- 105
- Sweeny, B. P. (1987), 'Liquefaction Evaluation Using a Miniature Cone Penetrometer and a Large Scale Calibration Chamber', Ph.D. Thesis, Stanford University, Palo Alto, 281 p