Back analysis of large geotechnical models

G. Swoboda; Y. Ichikawa; Qinxi Dong; Mostafa Zaki

doi:10.1002/(SICI)1096-9853(199911)23:13<1455::AID-NAG33>3.0.CO;2-C

Back analysis of large geotechnical models

G. Swoboda, Y. Ichikawa, Qinxi Dong, Mostafa Zaki

Research output: Contribution to journal › Article › peer-review

56 Citations (Scopus)

Abstract

This paper gives a brief review, comparison and further development of back analysis procedures in geotechnical models. The dual boundary control method is adopted to develop a general back analysis code suitable for parameter identification of large, complex geotechnical problems. The procedure for parameter identification is discussed here for both 2D and 3D models. Some numerical examples were given to illustrate the applicability and the convergence of this procedure, with special care being taken for tunnel applications to ensure that the method is suitable for large systems.

Original language	English
Pages (from-to)	1455-1472
Number of pages	18
Journal	International Journal for Numerical and Analytical Methods in Geomechanics
Volume	23
Issue number	13 SPEC. ISS.
DOIs	https://doi.org/10.1002/(SICI)1096-9853(199911)23:13<1455::AID-NAG33>3.0.CO;2-C
Publication status	Published - Nov 1 1999
Externally published	Yes

Keywords

Back analysis
Finite elements
Geomechanics
Parameter identification
Tunneling

ASJC Scopus subject areas

Computational Mechanics
Materials Science(all)
Geotechnical Engineering and Engineering Geology
Mechanics of Materials

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10.1002/(SICI)1096-9853(199911)23:13<1455::AID-NAG33>3.0.CO;2-C

Cite this

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AU - Dong, Qinxi

AU - Zaki, Mostafa

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AB - This paper gives a brief review, comparison and further development of back analysis procedures in geotechnical models. The dual boundary control method is adopted to develop a general back analysis code suitable for parameter identification of large, complex geotechnical problems. The procedure for parameter identification is discussed here for both 2D and 3D models. Some numerical examples were given to illustrate the applicability and the convergence of this procedure, with special care being taken for tunnel applications to ensure that the method is suitable for large systems.

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KW - Geomechanics

KW - Parameter identification

KW - Tunneling

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Back analysis of large geotechnical models

Abstract

Keywords

ASJC Scopus subject areas

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