BACK ANALYSIS OF LINEAR AND NONLINEAR GROUND BEHAVIORS AROUND SHALLOW TUNNEL BY USING ARTIFICIAL NEURAL NETWORK

Author:

LEE Jae-Ho1,AKUTAGAWA Shinichi2,YOKOTA Yasuhiro3

Affiliation:

1. School of Architecture and Civil Eng., Kyungpook National University

2. Dept. of Civil Eng., Kobe University

3. Kajima Corporation

Publisher

Japan Society of Civil Engineers

Reference46 articles.

1. 1) Negro, A. and de Queiroz, P.I.B.: Prediction and performance: a review of numerical nanlyses for tunnels, In : Kusakabe, O. et al., editors. Geotechnical aspects of underground construction in soft ground, Balkema, pp.409-418, 2000.

2. 2) Gioda, G. and Sakurai, S.: Back analysis procedure for the interpretation of field measurements in geomechanics, Int. J. Numerical and Analytical Methods in Geomechanics, Vol.11, No.6, pp.555-583, 1987.

3. 3) Sakurai, S. and Takeuchi, K.: Back analysis in measured displacements of tunnels, Rock Mechanics and Rock Engineering, Vol.16, pp.173-180, 1983.

4. 4) Sakurai, S., Akutagawa, S. and Tokudome, O.: Back analysis of non-elastic strains based on the minimum norm solution, Journal of JSCE, No517/III-31, pp.197-202, 1995.

5. 5) Akutagawa, S.: Back analysis for rational interpretation of field data obtained in rock engineering projects, Proceedings of the 11th International Conference for Numerical Methods in Geomechanics, Torino, Vol.4, pp.333-342, 2005.6.

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