OpenGeoRock
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5.7

Bibliografía

Válido para OGR Slip2D 0.1.235

Las obras citadas en esta documentación se recogen aquí con su referencia completa, agrupadas por materia. Las fórmulas del manual de teoría se atribuyen a sus fuentes originales, y el código fuente del programa cita las mismas obras allí donde las implementa. Una cita en cualquier otra página enlaza con su entrada aquí. Las referencias se dan en su idioma original.

5.7.1Equilibrio límite y métodos de dovelas#

  1. Abramson, L.W., Lee, T.S., Sharma, S. & Boyce, G.M. (2002). Slope Stability and Stabilization Methods, 2nd ed. John Wiley & Sons, New York.
  2. Bishop, A.W. (1955). The use of the slip circle in the stability analysis of slopes. Géotechnique, 5(1), 7–17.
  3. Ching, R.K.H. & Fredlund, D.G. (1983). Some difficulties associated with the limit equilibrium method of slices. Canadian Geotechnical Journal, 20(4), 661–672.
  4. Duncan, J.M. & Wright, S.G. (2005). Soil Strength and Slope Stability. John Wiley & Sons, Hoboken, NJ.
  5. Duncan, J.M., Wright, S.G. & Brandon, T.L. (2014). Soil Strength and Slope Stability, 2nd ed. John Wiley & Sons, Hoboken, NJ.
  6. Fellenius, W. (1927). Erdstatische Berechnungen mit Reibung und Kohäsion (Adhäsion) und unter Annahme kreiszylindrischer Gleitflächen. Ernst & Sohn, Berlin.
  7. Fredlund, D.G. & Krahn, J. (1977). Comparison of slope stability methods of analysis. Canadian Geotechnical Journal, 14(3), 429–439.
  8. Janbu, N. (1973). Slope stability computations. In Hirschfeld, R.C. & Poulos, S.J. (eds), Embankment-Dam Engineering: Casagrande Volume. John Wiley & Sons, New York, 47–86.
  9. Lowe, J. & Karafiath, L. (1960). Stability of earth dams upon drawdown. Proceedings of the 1st Pan-American Conference on Soil Mechanics and Foundation Engineering, Mexico City, Vol. 2, 537–552.
  10. Morgenstern, N.R. & Price, V.E. (1965). The analysis of the stability of general slip surfaces. Géotechnique, 15(1), 79–93.
  11. Spencer, E. (1967). A method of analysis of the stability of embankments assuming parallel inter-slice forces. Géotechnique, 17(1), 11–26.
  12. Turnbull, W.J. & Hvorslev, M.J. (1967). Special problems in slope stability. Journal of the Soil Mechanics and Foundations Division, ASCE, 93(SM4), 499–528.
  13. U.S. Army Corps of Engineers (2003). Engineering and Design: Slope Stability. Engineer Manual EM 1110-2-1902. Department of the Army, Washington, DC.
  14. Whitman, R.V. & Bailey, W.A. (1967). Use of computers for slope stability analysis. Journal of the Soil Mechanics and Foundations Division, ASCE, 93(SM4), 475–498.

5.7.2Métodos numéricos#

  1. Aitken, A.C. (1926). On Bernoulli's numerical solution of algebraic equations. Proceedings of the Royal Society of Edinburgh, 46, 289–305.
  2. Chew, L.P. (1989). Guaranteed-Quality Triangular Meshes. Technical Report TR 89-983, Department of Computer Science, Cornell University, Ithaca, NY.
  3. Dowell, M. & Jarratt, P. (1971). A modified regula falsi method for computing the root of an equation. BIT Numerical Mathematics, 11(2), 168–174.
  4. Ruppert, J. (1995). A Delaunay refinement algorithm for quality 2-dimensional mesh generation. Journal of Algorithms, 18(3), 548–585.
  5. Steffensen, J.F. (1933). Remarks on iteration. Skandinavisk Aktuarietidskrift, 16, 64–72.
  6. Wegstein, J.H. (1958). Accelerating convergence of iterative processes. Communications of the ACM, 1(6), 9–13.
  1. Boutrup, E. & Lovell, C.W. (1980). Searching techniques in slope stability analysis. Engineering Geology, 16(1–2), 51–61.
  2. Cheng, Y.M., Li, L. & Chi, S.C. (2007). Performance studies on six heuristic global optimization methods in the location of critical slip surface. Computers and Geotechnics, 34(6), 462–484.
  3. Greco, V.R. (1996). Efficient Monte Carlo technique for locating critical slip surface. Journal of Geotechnical Engineering, ASCE, 122(7), 517–525.
  4. Ingber, L. (1989). Very fast simulated re-annealing. Mathematical and Computer Modelling, 12(8), 967–973.
  5. Kennedy, J. & Eberhart, R. (1995). Particle swarm optimization. Proceedings of the IEEE International Conference on Neural Networks, Perth, Vol. 4, 1942–1948.
  6. Li, X. (2004). Adaptively choosing neighbourhood bests using species in a particle swarm optimizer for multimodal function optimization. In Genetic and Evolutionary Computation – GECCO 2004, Lecture Notes in Computer Science 3102. Springer, Berlin, 105–116.
  7. Qu, B.Y., Suganthan, P.N. & Das, S. (2013). A distance-based locally informed particle swarm model for multimodal optimization. IEEE Transactions on Evolutionary Computation, 17(3), 387–402.
  8. Siegel, R.A., Kovacs, W.D. & Lovell, C.W. (1981). Random surface generation in stability analysis. Journal of the Geotechnical Engineering Division, ASCE, 107(GT7), 996–1002.
  9. Su, X. (2009). Global Optimization of General Failure Surfaces in Slope Analysis by Hybrid Simulated Annealing. 2B Work Report, Faculty of Engineering, University of Waterloo, Waterloo, Ontario.

5.7.4Resistencia al corte#

  1. Balmer, G. (1952). A general analytical solution for Mohr's envelope. Proceedings of the American Society for Testing Materials, 52, 1260–1271.
  2. Barton, N. & Choubey, V. (1977). The shear strength of rock joints in theory and practice. Rock Mechanics, 10(1–2), 1–54.
  3. Barton, N. & Bandis, S.C. (1990). Review of predictive capabilities of JRC-JCS model in engineering practice. In Barton, N. & Stephansson, O. (eds), Rock Joints: Proceedings of the International Symposium on Rock Joints, Loen, Norway. Balkema, Rotterdam, 603–610.
  4. Coulomb, C.A. (1776). Essai sur une application des règles de maximis et minimis à quelques problèmes de statique, relatifs à l'architecture. Mémoires de Mathématique et de Physique présentés à l'Académie Royale des Sciences par divers Savans, 7, 343–382.
  5. Hoek, E. & Brown, E.T. (1980). Empirical strength criterion for rock masses. Journal of the Geotechnical Engineering Division, ASCE, 106(GT9), 1013–1035.
  6. Hoek, E., Carranza-Torres, C. & Corkum, B. (2002). Hoek–Brown failure criterion – 2002 edition. Proceedings of the 5th North American Rock Mechanics Symposium and 17th Tunnelling Association of Canada Conference (NARMS-TAC 2002), Toronto, Vol. 1, 267–273.
  7. Ladd, C.C. & Foott, R. (1974). New design procedure for stability of soft clays. Journal of the Geotechnical Engineering Division, ASCE, 100(GT7), 763–786.
  8. Mercer, K.G. (2012). The history and development of the anisotropic linear model: part 1. Australian Centre for Geomechanics Newsletter, Vol. 38 (July 2012), 13–16. Part 2 followed in the same newsletter: Mercer, K.G. (2013), Vol. 40 (July 2013), 1–5.
  9. Patton, F.D. (1966). Multiple modes of shear failure in rock. Proceedings of the 1st Congress of the International Society for Rock Mechanics, Lisbon, Vol. 1, 509–513.
  10. Skempton, A.W. (1948). The φ = 0 analysis of stability and its theoretical basis. Proceedings of the 2nd International Conference on Soil Mechanics and Foundation Engineering, Rotterdam, Vol. 1, 72–78.
  11. Skempton, A.W. (1957). Discussion on Airport Paper No. 35: The planning and design of the new Hong Kong airport. Proceedings of the Institution of Civil Engineers, 7(2), 305–307.

5.7.5Presión intersticial, filtración y suelos no saturados#

  1. Bathe, K.J. & Khoshgoftaar, M.R. (1979). Finite element free surface seepage analysis without mesh iteration. International Journal for Numerical and Analytical Methods in Geomechanics, 3(1), 13–22.
  2. Bishop, A.W. & Morgenstern, N. (1960). Stability coefficients for earth slopes. Géotechnique, 10(4), 129–153.
  3. Brooks, R.H. & Corey, A.T. (1964). Hydraulic Properties of Porous Media. Hydrology Paper No. 3, Colorado State University, Fort Collins.
  4. Carsel, R.F. & Parrish, R.S. (1988). Developing joint probability distributions of soil water retention characteristics. Water Resources Research, 24(5), 755–769.
  5. Celia, M.A., Bouloutas, E.T. & Zarba, R.L. (1990). A general mass-conservative numerical solution for the unsaturated flow equation. Water Resources Research, 26(7), 1483–1496.
  6. Darcy, H. (1856). Les fontaines publiques de la ville de Dijon. Victor Dalmont, Paris.
  7. Duchon, J. (1977). Splines minimizing rotation-invariant semi-norms in Sobolev spaces. In Schempp, W. & Zeller, K. (eds), Constructive Theory of Functions of Several Variables, Lecture Notes in Mathematics 571. Springer, Berlin, 85–100. The program's source code cites this work as Duchon (1976).
  8. Fredlund, D.G., Morgenstern, N.R. & Widger, R.A. (1978). The shear strength of unsaturated soils. Canadian Geotechnical Journal, 15(3), 313–321.
  9. Fredlund, D.G. & Xing, A. (1994). Equations for the soil-water characteristic curve. Canadian Geotechnical Journal, 31(4), 521–532.
  10. Gardner, W.R. (1958). Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table. Soil Science, 85(4), 228–232.
  11. Harder, R.L. & Desmarais, R.N. (1972). Interpolation using surface splines. Journal of Aircraft, 9(2), 189–191.
  12. Mualem, Y. (1976). A new model for predicting the hydraulic conductivity of unsaturated porous media. Water Resources Research, 12(3), 513–522.
  13. Neuman, S.P. (1973). Saturated-unsaturated seepage by finite elements. Journal of the Hydraulics Division, ASCE, 99(HY12), 2233–2250.
  14. Richards, L.A. (1931). Capillary conduction of liquids through porous mediums. Physics, 1(5), 318–333.
  15. Shepard, D. (1968). A two-dimensional interpolation function for irregularly-spaced data. Proceedings of the 1968 23rd ACM National Conference, 517–524.
  16. Skempton, A.W. (1954). The pore-pressure coefficients A and B. Géotechnique, 4(4), 143–147.
  17. Skempton, A.W. & DeLory, F.A. (1957). Stability of natural slopes in London Clay. Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, London, Vol. 2, 378–381.
  18. van Genuchten, M.Th. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44(5), 892–898.

5.7.6Desembalse rápido#

  1. Duncan, J.M., Wright, S.G. & Wong, K.S. (1990). Slope stability during rapid drawdown. Proceedings of the H. Bolton Seed Memorial Symposium, Vol. 2, 253–272. BiTech Publishers, Vancouver.
  2. Morgenstern, N. (1963). Stability charts for earth slopes during rapid drawdown. Géotechnique, 13(2), 121–131.
  3. U.S. Army Corps of Engineers (1970). Engineering and Design: Stability of Earth and Rock-Fill Dams. Engineer Manual EM 1110-2-1902. Department of the Army, Washington, DC.
  4. Wright, S.G. & Duncan, J.M. (1987). An Examination of Slope Stability Computation Procedures for Sudden Drawdown. Miscellaneous Paper GL-87-25, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.

5.7.7Análisis sísmico#

  1. CEN (2004). EN 1998-5:2004, Eurocode 8: Design of structures for earthquake resistance — Part 5: Foundations, retaining structures and geotechnical aspects. European Committee for Standardization, Brussels.
  2. Jibson, R.W. (1993). Predicting earthquake-induced landslide displacements using Newmark's sliding block analysis. Transportation Research Record, 1411, 9–17.
  3. Kramer, S.L. (1996). Geotechnical Earthquake Engineering. Prentice Hall, Upper Saddle River, NJ.
  4. Newmark, N.M. (1965). Effects of earthquakes on dams and embankments. Géotechnique, 15(2), 139–160.
  5. Terzaghi, K. (1950). Mechanism of landslides. In Paige, S. (ed.), Application of Geology to Engineering Practice (Berkey Volume). Geological Society of America, New York, 83–123.
  6. Wilson, R.C. & Keefer, D.K. (1983). Dynamic analysis of a slope failure from the 6 August 1979 Coyote Lake, California, earthquake. Bulletin of the Seismological Society of America, 73(3), 863–877.

5.7.8Soportes#

  1. Berg, R.R., Christopher, B.R. & Samtani, N.C. (2009). Design and Construction of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes, Vol. I. Report FHWA-NHI-10-024. Federal Highway Administration, Washington, DC.
  2. Cai, F. & Ugai, K. (2000). Numerical analysis of the stability of a slope reinforced with piles. Soils and Foundations, 40(1), 73–84.
  3. Esterhuizen, J.J.B., Filz, G.M. & Duncan, J.M. (2001). Constitutive behavior of geosynthetic interfaces. Journal of Geotechnical and Geoenvironmental Engineering, 127(10), 834–840.
  4. Ito, T. & Matsui, T. (1975). Methods to estimate lateral force acting on stabilizing piles. Soils and Foundations, 15(4), 43–59.
  5. Jewell, R.A. (1996). Soil Reinforcement with Geotextiles. CIRIA Special Publication 123. CIRIA and Thomas Telford, London.
  6. Mitsch, M.P. & Clemence, S.P. (1985). The uplift capacity of helix anchors in sand. In Clemence, S.P. (ed.), Uplift Behavior of Anchor Foundations in Soil. ASCE, New York, 26–47.
  7. Mooney, J.S., Adamczak, S. & Clemence, S.P. (1985). Uplift capacity of helical anchors in clay and silt. In Clemence, S.P. (ed.), Uplift Behavior of Anchor Foundations in Soil. ASCE, New York, 48–72.
  8. Perko, H.A. (2009). Helical Piles: A Practical Guide to Design and Installation. John Wiley & Sons, Hoboken, NJ.
  9. Prandtl, L. (1921). Über die Eindringungsfestigkeit (Härte) plastischer Baustoffe und die Festigkeit von Schneiden. Zeitschrift für Angewandte Mathematik und Mechanik, 1(1), 15–20.
  10. Reissner, H. (1924). Zum Erddruckproblem. Proceedings of the First International Congress for Applied Mechanics, Delft, 295–311.
  11. Terzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley & Sons, New York.
  12. Terzaghi, K. & Peck, R.B. (1967). Soil Mechanics in Engineering Practice, 2nd ed. John Wiley & Sons, New York.
  13. Ukritchon, B. & Keawsawasvong, S. (2017). Error in Ito and Matsui's limit-equilibrium solution of lateral force on a row of stabilizing piles. Journal of Geotechnical and Geoenvironmental Engineering, 143(9), 02817004.

5.7.9Análisis probabilístico#

  1. Cornell, C.A. (1969). A probability-based structural code. Journal of the American Concrete Institute, 66(12), 974–985.
  2. Iman, R.L. & Conover, W.J. (1982). A distribution-free approach to inducing rank correlation among input variables. Communications in Statistics — Simulation and Computation, 11(3), 311–334.
  3. McKay, M.D., Beckman, R.J. & Conover, W.J. (1979). A comparison of three methods for selecting values of input variables in the analysis of output from a computer code. Technometrics, 21(2), 239–245.
  4. Metropolis, N. & Ulam, S. (1949). The Monte Carlo method. Journal of the American Statistical Association, 44(247), 335–341.

5.7.10Normas de diseño#

  1. CEN (2004). EN 1997-1:2004, Eurocode 7: Geotechnical design — Part 1: General rules. European Committee for Standardization, Brussels.
  2. Frank, R., Bauduin, C., Driscoll, R., Kavvadas, M., Krebs Ovesen, N., Orr, T. & Schuppener, B. (2004). Designers' Guide to EN 1997-1, Eurocode 7: Geotechnical design – General rules. Thomas Telford, London.

5.7.11Casos de verificación#

  1. Arai, K. & Tagyo, K. (1985). Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis. Soils and Foundations, 25(1), 43–51.
  2. Giam, S.K. & Donald, I.B. (1989). Example Problems for Testing Soil Slope Stability Programs. Civil Engineering Research Report No. 8/1989, Monash University, Melbourne.
  3. Yamagami, T. & Ueta, Y. (1988). Search for noncircular slip surfaces by the Morgenstern–Price method. Proceedings of the 6th International Conference on Numerical Methods in Geomechanics, Innsbruck, 1335–1340.
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