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 | |
| 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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Cite this
Swoboda, G., Ichikawa, Y., Dong, Q., & Zaki, M. (1999). Back analysis of large geotechnical models. International Journal for Numerical and Analytical Methods in Geomechanics, 23(13 SPEC. ISS.), 1455-1472. https://doi.org/10.1002/(SICI)1096-9853(199911)23:13<1455::AID-NAG33>3.0.CO;2-C