Lateral Pressures on Rigid Retaining Walls: A Neural Network Approach

An artificial neural network solution (in closed form expression) is established for the total lateral thrust and its point of application on rigid retaining walls due to finite surface strip loads. The model accounts for soil nonlinearity and dilatancy. Data necessary for the model is produced through finite element analyses. The solution relates the total lateral thrust and its point of application to six parameters, including the strength parameters of the soil, wall height and the position as well as the extent of the surface load. The effects of each input parameter on the response are summarized and the results are compared with the linear elastic solution. Key Words: Lateral Earth Pressure, Strip Load, Artificial Neural Networks, Hardening Soil Model. 
Keywords:

-,

___

  • Misra, B., “Lateral pressures on retaining walls due to loads on surfaces of granular backfills”, Soils and Foundations, 20(2): 33-44 (1981).
  • Jarquio, R., “Total lateral surcharge pressure due to strip load”, J. Geotech. Engrg., ASCE, 107: 1424-1428 (1981).
  • MATLAB, “User’s guide”, The MathWoks Inc., Natic, MA 01760-2098 (2002).
  • Neural Network Toolbox, “Users’s guide”, The MathWoks Inc., Natic, MA 01760-2098 (2003).
  • Rumelhart, D.E., McClelland, J.L., the PDP Research Group, “Parallel distributed processing”, The MIT Press, Cambridge, Vol:1 (1986).
  • McClelland, J.L., Rumelhart, D.E., “Explorations in parallel distributed processing”, The MIT Press, Cambridge (1988).
  • Dayhoff, J.E., “Neural network architectures”, Van Nostrand Reinhold Press, New York (1990).
  • Hagan, M.T., Demuth, H.B., Beale, M.H., “Neural network design”, MA: PWS Publishing. Boston (1996).
  • Hagan, M.T., Menhaj, M., “Training feed-forward networks with the Marquardt algorithm”, IEEE Transactions on Neural Networks, 5(6): 989-993 (1994).
  • Poulos, H.G., Davis, E.H., “Elastic solutions for soil and rock mechanics”, John Wiley and Sons, New York (1974).
  • Motta, E., “Generalized coulomb active earth pressure for distanced surcharge”, J. Geotech. Engrg., ASCE, 120: 1072-1079 (1994).
  • Georgiadis, M, Anagnostopoulos, C., “Lateral pressure on sheet pile walls due to strip load”, J. Geotech. and Geoenv. Engrg., ASCE, 124: 95-98 (1998).
  • Cernica, J.N., “Geotechnical engineering: foundation design”, John Wiley & Sons Inc., New York (1995).
  • Schanz, T., Vermeer, P.A., Bonnier, P.G., “The hardening soil model: formulation and verification”, Beyond 2000 in Computational Geotechnics-10 years of Plaxis, Balkema, Rotterdam (1999).
  • Duncan, J.M., Chang, C.Y., “Nonlinear analysis of stress and strain in soil”, J. of the Soil Mech. and Found. Div., ASCE, 96: 1629-1653 (1970).
  • Duncan, J.M., Byrne, P., Wong, K.S., Babry, P., “Strength, stress-strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses”, University of California, Berkeley, Report No: UCB/GT/80-01 (1980).
  • Brinkgreve, R.B.J. [Ed], “PLAXIS–Finite element code for soil and rock analyses: user’s manual-V 8”, AA Balkema, Rotterdam, Netherlands (2002).
  • Yildiz, E., “Lateral pressures on rigid retaining walls: a neural network approach”, M.Sc. Thesis, Middle East Technical University, Ankara, Türkiye (2003).