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Real-time modeling prediction for excavation behavior

  • Ni, Li-Feng (College of Civil Engineering, Southeast University) ;
  • Li, Ai-Qun (College of Civil Engineering, Southeast University) ;
  • Liu, Fu-Yi (First Institute of Shenzhen General Institute of Design and Research) ;
  • Yin, Honore (ENPC-LAMI) ;
  • Wu, J.R. (Department of Building and Construction, City University of Hong Kong)
  • Received : 2002.01.02
  • Accepted : 2003.09.01
  • Published : 2003.12.25

Abstract

Two real-time modeling prediction (RMP) schemes are presented in this paper for analyzing the behavior of deep excavations during construction. The first RMP scheme is developed from the traditional AR(p) model. The second is based on the simplified Elman-style recurrent neural networks. An on-line learning algorithm is introduced to describe the dynamic behavior of deep excavations. As a case study, in-situ measurements of an excavation were recorded and the measured data were used to verify the reliability of the two schemes. They proved to be both effective and convenient for predicting the behavior of deep excavations during construction. It is shown through the case study that the RMP scheme based on the neural network is more accurate than that based on the traditional AR(p) model.

Keywords

References

  1. Adeli, H. (2001), "Neural networks in civil engineering: 1989-2000", Computer-Aided Civil and Infrastructure Engineering, 16, 126-142. https://doi.org/10.1111/0885-9507.00219
  2. Adeli, H. and Yeh, C. (1989), "Perception learning in engineering design", Microcomputers in Civil Engineering, 4, 247-256.
  3. Box, G.E.P. and Jenkins, G.M. (1970), Time Series Analysis, Forecasting and Control, San Francisco: Holden-Day.
  4. Choi, B.S. (1992), ARMA Model Identification, New York: Springer-Verlag.
  5. Elman, J.L. (1990), Finding Structure in Time. Cognitive Science, 14, 179-211. https://doi.org/10.1207/s15516709cog1402_1
  6. Fang, J.Q., Li, Q.S. and Jeary, A.P. (1998), "A new function transform technique for the solution of FEM dynamic equations", Comput. Struct., 70, 345-355. https://doi.org/10.1016/S0045-7949(98)00190-4
  7. Goh, A.T.C. (1995), "Empirical design in geotechnics using neural networks", Geotechnique, 45(4), 709-714. https://doi.org/10.1680/geot.1995.45.4.709
  8. Hamilton, James D. (1994), Times Series Analysis, N.J.: Princeton University Press.
  9. Ishida, Tsuyoshi and Uchita, Yasuo. (2000), "Strain monitoring of borehole diameter changes in heterogeneous jointed wall rock with chamber excavation; estimation of stress redistribution", Engineering Geology, 56, 63-74. https://doi.org/10.1016/S0013-7952(99)00134-9
  10. Kerh, T. and Yee, Y.C. (2000), "Analysis of a deformed three-dimensional culvert structure using neural networks", Engineering Software, 31, 367-375.
  11. Kremer, Stefan, C. (1995), "On the computational power of Elman-style recurrent network", IEEE Transactions on Neural Network, 6, 1000-1004. https://doi.org/10.1109/72.392262
  12. Kwon, S. and Wilson, J.W. (1999), "Deformation mechanism of the underground excavations at the WIPP site", Rock Mechanics and Rock Engineering, 32(2), 101-122. https://doi.org/10.1007/s006030050027
  13. Li, G.Q. and Li, Q.S. (2001), Theory and Its Application of Time-dependent Reliability of Engineering Structures, Science Press, Beijing.
  14. Li, Q.S., Fang, J.Q. and Liu, D.K. (1999a), "Evaluation of wind-induced vibrations of structures by stochastic finite element method", Structural Engineering and Mechanics, An Int. J., 8(5), 477-490. https://doi.org/10.12989/sem.1999.8.5.477
  15. Li, Q.S., Liu, D.K. Fang, J.Q., Jeary, A.P. and Wong, C.K. (1999b), "Using neural networks to model and predict amplitude-dependent damping in buildings", Wind and Structures, An Int. J., 2(1), 25-40. https://doi.org/10.12989/was.1999.2.1.025
  16. Li, Q.S., Liu, D.K., Fang, J.Q., Jeary, A.P. and Wong, C.K. (2000a), "Damping in buildings: its neural network and AR model", Eng. Struct., 22(9), 1216-1223. https://doi.org/10.1016/S0141-0296(99)00050-4
  17. Li, Q.S., Liu, D.K., Leung, A.Y.T., Zhang, N., Tam, C.M. and Yang, L.F. (2000b), "Modelling of structural response and optimization of structural control system using neural network and genetic algorithm", The Structural Design of Tall Buildings, 9(4), 279-293. https://doi.org/10.1002/1099-1794(200009)9:4<279::AID-TAL152>3.0.CO;2-2
  18. Li, Q.S., Yang, L.F. and Li, G.Q. (2001a), "The quadratic finite element and strip with generalized degree of freedom and their application", Finite Element in Analysis and Design, 34(4), 325-339.
  19. Li, Q.S., Yang, L.F., Ou, X.D., Li, G.Q. and Liu, D.K. (2001b), "The quintic finite element and finite strip with generalized degrees of freedom in structural analysis", Int. J. Solids Struct., 38(30-31), 5355-5372. https://doi.org/10.1016/S0020-7683(00)00344-9
  20. Luo, Q.Z., Li, Q.S., Liu, D.K. and Yang, L.F. (2001), "A modified finite segment method for thin-walled box girders with shear lag", Proc. of The Institution of Civil Engineers, Structures and Buildings, 146(1), 41-46. https://doi.org/10.1680/stbu.2001.146.1.41
  21. Luo, Q.Z., Tang, J. and Li, Q.S. (2002), "Finite segment method for shear lag analysis of cable-stayed bridges", J. Struct. Eng., ASCE, 128(12), 1617-1622. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:12(1617)
  22. Nerrand, O., Roussel-Ragot, P., Urbani, D., Personnaz, L. and Dreyfus, G. (1994), "Training recurrent neural networks: why and how? An illustration in dynamical process modeling", IEEE Transactions on Neural Networks, 5(2), 178-183. https://doi.org/10.1109/72.279183
  23. Ou, C.-Y., Chiou, D.-C. and Wu, T.-S. (1996), "Three-dimensional finite element analysis of deep excavations", J. Geotechnical Engineering, 122(5), 337-345. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:5(337)
  24. Pham, D.T. and Karaboga, D. (1999), "Training Elman and Jordan networks for system identification using genetic algorithms", Artificial intelligence in Engineering, 13, 107-117. https://doi.org/10.1016/S0954-1810(98)00013-2
  25. Rafiq, M.Y., Bugmann, G. and Easterbrook, D.J. (2001), "Neural network design for engineering applications", Comput. Struct., 79, 1541-1552. https://doi.org/10.1016/S0045-7949(01)00039-6
  26. Reinsel, G.C. (1993), Elements of Multivariate Time Series Analysis, Springer, Berlin.
  27. Souley, M., Homand, F. and Thoraval, A. (1997), "The effect of joint constitutive laws on the modeling of an underground excavation and comparison with situ measurements", Int. J. Rock Mech. Min. Sci., 34(1), 97-115. https://doi.org/10.1016/S1365-1609(97)80036-6
  28. Xiao, H.B., Luo, Q.Z., Tang, J. and Li, Q.S. (2002), "Prediction of load-settlement relationship for large-diameter piles", The Structural Design of Tall Buildings, 11(4), 295-308. https://doi.org/10.1002/tal.202
  29. Xiao, H.B., Tang, J., Li, Q.S. and Luo, Q.Z. (2003), "Analysis of multi-braced earth retaining structures considering various excavation stages", Proc. of the Institution of Civil Engineers, Structures and Buildings, 156(3), 307-318. https://doi.org/10.1680/stbu.2003.156.3.307
  30. Yanagizawa Koichi, Imai Hisashi, Furuya Kazuo, and Nishigaki Makoto. (1995), "The effects of a shaft excavation experiment on the hydrology of the Tono research field", Japan. Journal of Hydrology, 171, 165- 190. https://doi.org/10.1016/0022-1694(94)02589-4
  31. Yang, L.F., Leung, A.Y.T. and Li, Q.S. (2001), "The stochastic finite segment in analysis of shear lag effect on box girder", Eng. Struct., 23(11), 1461-1468. https://doi.org/10.1016/S0141-0296(01)00045-1
  32. Zhang Mingju, Song Erxiang and Chen Zhaoyuan. (1999), "Ground movement analysis of soil nailing construction by three-dimensional (3-D) finite element modeling (FEM)", Computers and Geotechnics, 25, 191-204. https://doi.org/10.1016/S0266-352X(99)00025-7