Back analysis of large geotechnical models

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 23, Issue 13 SPEC. ISS., 1999, Pages 1455-1472

  Swoboda, G ^a   Ichikawa, Y ^b   Dong, Qinxi ^a   Zaki, Mostafa ^a  

^a UNIVERSITY OF INNSBRUCK   (Austria)

^b NAGOYA UNIVERSITY   (Japan)

Author keywords

Back analysis; Finite elements; Geomechanics; Parameter identification; Tunneling

Indexed keywords

BACK ANALYSIS; PARAMETERIZATION; TUNNELING;

CONVERGENCE OF NUMERICAL METHODS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PROBLEM SOLVING; TUNNELING (EXCAVATION);

BACK ANALYSIS;

GEOTECHNICAL ENGINEERING;

EID: 0033237091     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(199911)23:13<1455::AID-NAG33>3.0.CO;2-C     Document Type: Article

References (26)

1. G. Gioda and S. Sakurai, 'Back analysis procedures for the interpretation of field measurements in geomechanics', Int. J. Numer. Anal. Meth. Geomech., 11(6), 555-583 (1987).
2. A. Cividini, L. Jurina and G. Gioda, 'Some aspects of characterization problems in geomechanics', Int. J. Rock Mech. Mining Sci Geomech. Abstr., 18, 487-503 (1981).
3. G. Gioda and G. Maier, 'Direct search solution of an inverse problem in elastoplasticity: identification of cohesion, friction angle and in situ stress by pressure tunnel tests', Int. J. Numer. Methods Engng., 15, 1832-1848 (1980).
4. G. Gioda, 'Indirect identification of the average elastic characteristics of rock masses,' Int. Conf. on Structure and Foundation on Rock, Sydney, 1980, pp. 65-73.
5. S. Sakurai and K. Takeuchi, 'Back analysis of measured displacements of tunnels', Rock Mech. Rock Engng., 16, 173-180 (1983).
6. A. Asaoka and M. Matsuo, 'An inverse problem approach to the prediction of multi-dimensional consolidation behaviour', Soils Found., 24, 49-62 (1984).
7. P. Berzi, 'Pile-soil interaction due to static and dynamic load', 13th ISSMFE, New Delhi, 1994, pp. 609-612.
8. R. H. Iding, K. S. Pister and R. L. Taylor, 'Identification of nonlinear elastic solids by a finite element method', Comput. Methods Appl. Mech. Engng., 4, 121-142 (1974).
9. E. Imre, 'Model validation for the oedometric relaxation test', 13th ISSMFE, New Delhi, 1994, pp. 1123-1126.
10. G. Gioda, 'Some remarks on back analysis and characterisation problems in geomechanics', 5th Int. Conf. on Numerical Methods in Geomechanics, Nagoya, 1985, pp. 47-61.
11. K. I. Kavanagh and R. W. Clough, 'Finite element application in the characterization of elastic solid', Int. J. Solids Struct., 7, 11-23 (1971).
12. R. E. Goodman, R. L. Taylor and T. L. Brekke, 'A model for the mechanics of jointed rock', Soil Mech. Found. Div. 94(SM3), 637-648 (1968).
13. A. Murakami and T. Hasegawa, 'Back analysis by kalman filter-finite elements and optimal location of observed points', Proc. 22nd Japan National Conf. on Soil Mechanics and Foundation Engng., 2, 1033-1036 (1987).
14. A. Ladesma, A. Gens and E. E. Alonso, 'Identification of parameters of nonlinear geotechnical models', in Computer Methods and Advances in Geomechanics, Balkema, Rotterdam, 1991, pp. 1005-1010.
15. M. J. Box, D. Davies and W. H. Swann, Non-Linear Optimization Techniques, Oliver and Boyd, Edinburgh, 1969.
16. A. Cividini, G. Maier and A. Nappi, 'Parameter estimation of a static geotechnical model using bayes approach', Int. J. Rock Mech. Mining Sci., 20, 215-226 (1983).
17. P. Venclik, 'Development of an inverse back analysis code and its verification', in Numerical Methods in Geotechnical Engineering., Balkema, Rotterdam, 1994, pp. 423-430.
18. Y. Ichikawa and T. Ohkami, 'A parameter identification procedure as a dual boundary control problem for linear elastic materials', Soils Found., 32, 35-44 (1992).
19. J. E. Dennis, J. R. Robert and B. Schnabel, Numerical method for Unconstrained Optimization and Nonlinear Equations, Prentice-Hall, Englewood Cliffs, N.J., 1983.
20. C. M. Fletcher and R. Reeves, 'Function minimization by conjugate gradient', Comput. J., 7, 149-154 (1964).
21. G. N. Pande, G. Beer and J. R. Williams, Numerical Methods in Rock Mechanics, Wiley, U.K., 1990.
22. K. Moser and G. Swoboda, 'Explicit stiffness matrix of the linearly varying strain triangular element', Int. J. Comput. Struct., 8, 311-314 (1978).
23. A. Murakami 'Studies on the application of kalman filtering to some geomechanical problems related to safety assessment', Ph.D. Thesis, Kyoto University, Japan.
24. G. Swoboda, Y. Tang and P. Venclik, 'Improvement of parameter identification procedures for large numerical models', Proc. Int. Workshop, Nagoya, 1994, pp. 107-136.
25. G. Swoboda, Q. Dong, M. Dolezalova and P. Venclik, Back analysis of three dimensional model for geotechnical problems, Proc. Comput. Meth. Appl Sci. '96, Paris, 1996, pp. 205-210.
26. G. Sauer, K. Zeidler and M. Marenče, New Austrian Tunnelling Method applied in London Clay, Geotechnical Engineering in Transportation Projects, Novigrad, Croatia, 1994.