References
- Al-Dhahir, Z.A. and Morgenstern, N.R. (1969), "Intake factors for cylindrical piezometers", Soil Sci., 107(1), 17- 21. https://doi.org/10.1097/00010694-196901000-00004
- Brand, E.W. and Premchitt, J. (1980), "Shape factors of cylindrical piezometers", Geotechnique, 30(4), 369-384. https://doi.org/10.1680/geot.1980.30.4.369
- Cassan, M. (1980), Les essais d'eau dans la reconnaissance des sols, Eyrolles, Paris.
- Chapuis, M. (1989), "Shape factors for permeability tests in boreholes and piezometers", Ground Water, 27(5), 647-654. https://doi.org/10.1111/j.1745-6584.1989.tb00478.x
- Gradshteyn, I.S. and Ryzhik, I.M. (1980), Table of integrals, series, and products, Academic Press, Inc., San Diego, California.
- Hvorslev, M.J. (1951), "Time lag and soil permeability in ground water observations", Bulletin No.36, U.S. Army Waterways Experiment Station, Vicksburg, MS.
- Kallstenius, T. and Wallgren, A. (1956), "Pore pressure measurements in field investigations", Royal Swedish Geotechnical Institute, No. 13, 58.
- Lafhaj, Z. and Shahrour, I. (2000), "Use of the boundary element method for the analysis of permeability tests in boreholes", Eng. Anal. Bound. Elem., 24(9), 695-698. https://doi.org/10.1016/S0955-7997(00)00042-4
- Lafhaj, Z. and Shahrour, I. (2002), "Use of electric analogy for the determination of the shape factor in complex soil conditions", Int. J. Phys. Model. Geotech., 2(4), 39-44. https://doi.org/10.1680/ijpmg.2002.2.4.39
- Mathias, S.A. and Butler, A.P. (2007), "Shape factors for constant-head double-packer permeameters", Water Resour. Res., 43, WO6430, doi: 10.1029/2006WR005279.
- Mathias, S.A. and Butler, A.P. (2006), "An improvement on Hvorslev's shape factors", Geotchnique, 56(10), 705-706. https://doi.org/10.1680/geot.2006.56.10.705
- Moon, P. and Spencer, D.E. (1961), Field theory for engineers, Van Nostrand Company, Inc., Princeton, NJ.
- Randolph, M.F. and Booker, J.R. (1982), "Analysis of seepage into a cylindrical permeameter", Proceedings of the 4th International Conference on Numerical Methods in Geomechanics, Edmonton, AB, Volume I, 349-357.
- Ratnam, S., Soga, K. and Whittle, R.W. (2001), "Revisiting Hvorslev's intake factors with the finite element method", Geotechnique, 51(7), 641-645. https://doi.org/10.1680/geot.2001.51.7.641
- Schmid, W.E. (1967), "Field determination of permeability by the infiltration test", Proceedings of a Symposium on Permeability and Capillarity of Soils, Atlantic City, N.J., 26 June-1 July 1966, American Society for Testing and Materials, Philadephia, PA, STP 417, 142-158.
- Schneebeli, G. (1954), "Mesure de la permeabilite d'un terrain", Comtes rendus des 3iemes Journees d'Hydraulique, Alger, 270-279.
- Smiles, D.E. and Youngs, E.G. (1965), "Hydraulic conductivity determinations by several field methods in a sand tank", Soil Sci., 99(2), 83-87. https://doi.org/10.1097/00010694-196502000-00003
- Tavenas, F., Diene, M. and Leroueil, S. (1990), "Analysis of the in situ constant-head permeability test in clays", Can. Geotech. J., 27(3), 305-314. https://doi.org/10.1139/t90-041
- Wilkinson, W.B. (1968), "Constant head in in situ permeability test in clay strata", Geotechnique, 18(2), 172-194. https://doi.org/10.1680/geot.1968.18.2.172
- Youngs, E.G. (1980), "Discussion on a note on Hvorslev's intake factors" by G. Lother, Geotechnique, 30(3), 328-331. https://doi.org/10.1680/geot.1980.30.3.328
- Youngs, E.G. (1968), "Shape factors for Kirkham's piezometer method for determining the hydraulic conductivity of soil in situ", Soil Sci., 106(3), 235-237. https://doi.org/10.1097/00010694-196809000-00014