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Building Research Establishment Report
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3
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Probabilistic analysis of piping underneath water retaining structures
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Calle, E. O. F., Best, H. and Sellmeijer, J. B. (1989), PROBABILISTIC ANALYSIS OF PIPING UNDERNEATH WATER RETAINING STRUCTURES, Proc. 12th ICSMFE, Rio de Janeiro, V. 2, p. 822.
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Calle, E.O.F.1
Best, H.2
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Laboratory testing on piping
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deWit, J. M., Sellemijer, J. B. and Penning, A. (1981), LABORATORY TESTING ON PIPING, Proc. 10th ICSMFE, Stockholm, Vol. 1, p. 517.
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DeWit, J.M.1
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April
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Kalin, M.1
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Mathematical model for piping
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June
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Koenders, M. A. and Sellmeijer, J. B. (1992), MATHEMATICAL MODEL FOR PIPING, ASCE Journal of Geotechnical Engineering, Vol. 118, No. 6, June, pp. 943-946.
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ASCE Journal of Geotechnical Engineering
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Koenders, M.A.1
Sellmeijer, J.B.2
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Levee failure caused by seepage and preventative measures
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Kohno, I., Nishigaki, M. and Takeshita, Y. (1987), LEVEE FAILURE CAUSED BY SEEPAGE AND PREVENTATIVE MEASURES, Natural Disaster Science, V. 9, No. 2, pp. 55-76.
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Sloss, L.L.2
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Security from under-seepage masonry dams on earth foundations
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paper 1919
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Masters Report, Department of Civil Engineering, University of Florida, August, 67 pp.
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Logan, T. J. (1980), THE DETERMINATION OF GRADIENT CONCENTRATION FACTORS FOR A QUANTITATIVE PIPING THEORY, Masters Report, Department of Civil Engineering, University of Florida, August, 67 pp.
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The Determination of Gradient Concentration Factors for a Quantitative Piping Theory
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Effect of a porous sand bed on incipient motion
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Mechanism for regressive erosion beneath dams and barrages
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Balkema
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The effect of seepage on the stability of sea walls
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University of Florida, Gainesville, FL
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P.O. Box 69, 2600 AB, Delft, The Netherlands, Personal communications
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Sellmeijer, J. B. (1996, 1998-9), Delft Geotechnics, P.O. Box 69, 2600 AB, Delft, The Netherlands, Personal communications.
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Experiments on piping in sandy gravels
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Terzaghi, K. (1960), FROM THEORY TO PRACTICE IN SOIL MECHANICS, Wiley & Sons, Selections from the writings of Karl Terzaghi. (Several of Terzaghi's writings, starting in 1922, deal with the subject of the critical gradients needed for quicksand behavior and piping at dam toes. Pp. 122-131, taken from a 1929 lecture titled "Effect of Minor Geologic Details on the Safety of Dams", gives a particularly detailed description.)
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(1960)
From Theory to Practice in Soil Mechanics
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Terzaghi, K., Peck, R. B., and Mesri, R. (1996), SOIL MECHANICS IN ENGINEERING PRACTICE, 3rd Ed., Wiley & Sons, see p. 477
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Townsend, F. C., Bloomquist, D., Shiau, J-M, Martinez, R. and Rubin, H. (1988), ANALYTICAL AND EXPERIMENTAL EVALUATION OF PIPING AND FILTER DESIGN FOR SANDS, Report to the U.S. Bureau of Reclamation, University of Florida, Dept. of Civil Engineering, January, 147 pp.
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Analytical and Experimental Evaluation of Piping and Filter Design for Sands
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Townsend, F.C.1
Bloomquist, D.2
Shiau, J.-M.3
Martinez, R.4
Rubin, H.5
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25
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A new model to deal with the piping mechanism
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Karlsruhe, (published by A. A. Balkema, Rotterdam)
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Weijers, I. B. A. and Sellmeijer, J. B. (1993), A NEW MODEL TO DEAL WITH THE PIPING MECHANISM, Proc. 1st Int. Conf. on Filters in Geotechnical and Hydraulic Engineering, Karlsruhe, pp. 349-55. (published by A. A. Balkema, Rotterdam).
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Weijers, I.B.A.1
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The equilibrium of grains on the bed of a stream
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Wong, Y. W. (1981), THREE DIMENSIONAL FINITE ELEMENT ANALYSIS OF A QUANTITATIVE PIPING THEORY, Masters Report, Department of Civil Engineering, University of Florida, August, 56 pp.
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Three Dimensional Finite Element Analysis of a Quantitative Piping Theory
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