TECHNICAL PAPERS
Feb 1, 2009

Bayesian Model Calibration Using Geotechnical Centrifuge Tests

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 2

Abstract

The predicted performance using a geotechnical prediction model is expected to deviate from reality. A practical approach to assess the model error is through calibration with observed performances in physical model tests. In this paper, a Bayesian framework of model calibration using centrifuge modeling tests is proposed and the procedure of model calibration is illustrated. Two centrifuge tests conducted to investigate the performance of soil slopes under rainfall conditions are used to calibrate a coupled hydromechanical analysis model. It is found that for centrifuge tests with different levels of soil variability, the test with a smaller variability of soil properties is more efficient for model calibration. According to the concept of random field, a centrifuge model with a larger model size and accelerated to a lower acceleration is better for model calibration. When the discrepancy between the performance interpreted from the centrifuge model and the field performance is small, the improvement of the reliability estimation for a new slope is significant. However, when there is little information about the discrepancy, the reliability estimation cannot be significantly improved by the information from centrifuge modeling. The proposed procedure is shown to be able to quantify the calibration effects of centrifuge tests and may be used to achieve a more reliable calibration.

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Acknowledgments

The work in this paper was substantially supported by grants from the Research Grants Council (RGC) of the Hong Kong Special Administrative Region, China (Project No. 620206) and Shanghai Leading Academic Discipline Project (Project No. B208). The writers would like to thank Dr. Min Zhang and Ms. Jenny Yeung for providing valuable information and data of their centrifuge tests.

References

Aggarwal, R. K., Litton, R. W., Cornell, C. A., Tang, W. H., Chen, J. H., and Murff, J. D. (1996). “Development of pile foundation bias factors using observed behavior of platforms during Hurricane Andrew.” Proc. 28th Annual Offshore Technology Conf., Offshore Technology Conference (OTC), Tex., 445–455.
Ang, A. H.-S., and Tang, W. H. (2007). Probability concepts in engineering: Emphasis on applications in civil & environmental engineering, Wiley, New York.
Baecher, G. B., and Christian, J. T. (2003). Reliability and statistics in geotechnical engineering, Wiley, New York.
Beck, J. L., and Au, S.-K., (2002). “Bayesian updating of structural models and reliability using Markov Chain Monte Carlo simulation.” J. Eng. Mech., 128(4), 380–391.
Cheung, R. W. M., and Tang, W. H. (2005). “Realistic assessment of slope reliability for effective landslide hazard management.” Geotechnique, 55(1), 85–94.
Der Kiureghian, A. (1990). “Bayesian analysis of model uncertainty in structural reliability.” Proc. 3rd IFIP WG7.5 Working Conf. on Reliability and Optimization of Structural System, Berlin, A. Kiureghian and P. Thoft-Christensen, eds., Springer, New York, 211–221.
Fenton, G. A. (1999). “Estimating for stochastic soil models.” J. Geotech. Geoenviron. Eng., 125(6), 470–485.
Fredlund, D. G., Xing, A., and Huang, S. (1994). “Predicting the permeability function for unsaturated soils using the soil-water characteristic curve.” Can. Geotech. J., 31(4), 533–546.
Fredlund, D. G., and Xing, A. Q. (1994). “Equations for the soil-water characteristic curve.” Can. Geotech. J., 31(4), 521–532.
Juang, C. H., Fang, S. Y., and Khor, E. H. (2006). “Model uncertainty of shear wave velocity-based method for liquefaction potential evaluation.” J. Geotech. Geoenviron. Eng., 132(3), 337–350.
Kung, G. T. C., Juang, C. H., Hsiao, E. C. L., and Hashash, Y. M. A. (2007). “Simplified model for wall deflection and ground-surface settlement caused by braced excavation in clays.” J. Geotech. Geoenviron. Eng., 133(6), 731–747.
Li, Z., Kutter, B. L., Wilson, D. W., Sprott, K., Lee, J.-S., and Santamarina, J. C. (2005). “Needle probe application for high-resolution assessment of soil spatial variability in the centrifuge.” Proc., Geo-Frontiers 2005 Congress, Site Characterization and Modeling, Geotechnical Special Publication 138 (CD-ROM), P. W. Mayne et al., eds., ASCE Geo-Institute, Austin, Tex.
Mckay, M. D. (1988). “Sensitivity and uncertainty analysis using a statistical sample of input values.” Uncertainty analysis, Y. Ronen, ed., CRC Press, Boca Raton, Fla., 145–186.
Mitchell, R. J. (1998). “The eleventh annual R. M. Hardy keynote address, 1997: Centrifugation in geoenvironmental practice and education.” Can. Geotech. J., 35(4), 630–640.
PDE Solutions Inc. (2004). FlexPDE user’s guide, Spokane Valley, Wash.
Pereira, J. H. F. (1996). “Numerical analysis of the mechanical behavior of collapsing earth dams during first reservoir filling.” Ph.D. thesis, Univ. of Saskatchewan, Saskatoon, Saskatchewan, Canada.
Phoon, K.-K., and Kulhawy, F. H. (1999). “Characterization of geotechnical variability.” Can. Geotech. J., 36(4), 612–624.
Schofield, A. N. (1980). “Cambridge geotechnical centrifuge operations.” Geotechnique, 20(3), 227–268.
Sidi, I. D., and Tang, W. H. (1987). “Updating friction pile capacity in clay.” Proc., 5th Int. Conf. on Applications of Statistics and Probability in Soil and Structural Engineering, Univeristy of Waterloo Press, Waterloo, Canada, 938–945.
Tang, W. H. (1984). “Principles of probabilistic characterization of soil properties.” Probabilistic characterization of soil properties: Bridge between theory and practice, D. S. David and H.-Y. Ko, eds., ASCE, New York, 74–89.
Vanmarcke, E. H. (1977). “Probabilistic modeling of soil profiles.” J. Geotech. Engrg. Div., 103(GT11), 1227–1246.
Woods, D. M. (2004). Geotechnical modeling, Spon, London.
Yeung, F. J. (2002). “Modeling of the behavior of saprolitic soil slopes under rainfall,” MPhil thesis, Univ. of Cambridge, Cambridge, Mass.
Zhang, L. L. (2005). “Probabilistic study of slope stability under rainfall condition.” Ph.D. thesis, The Hong Kong Univ. of Science and Technology, Hong Kong.
Zhang, L. L., Zhang, L. M., and Tang, W. H. (2005). “Rainfall-induced slope failure considering variability of soil properties.” Geotechnique, 55(2), 183–188.
Zhang, L. L., Zhang, L. M., and Tang, W. H. (2008). “Similarity of soil variability in centrifuge models.” Can. Geotech. J., 45(8), 1118–1129.
Zhang, L. M., Zheng, Y. R., and Wang, J. L. (2003). “Errors in calculating hydrodynamic pressures for stability analysis of soil slopes subject to rainfall.” Proc. ICASP9, A. Der Kiureghian, S. Madanat, and J. Pestana, eds., Rotterdam Millpress, 1431–1438.
Zhang, M. (2006). “Centrifuge modeling of potentially liquefiable loose fill slopes with and without soil nails.” Ph.D. thesis, The Hong Kong Univ. of Science and Technology, Hong Kong.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 135Issue 2February 2009
Pages: 291 - 299

History

Received: Oct 23, 2007
Accepted: Apr 21, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009

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Authors

Affiliations

Lecturer, Dept. of Civil Engineering, Shanghai Jiaotong Univ., 1954 Huashan Rd., Shanghai, China; formerly, Graduate Student, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong. E-mail: lulu̱[email protected]
W. H. Tang, Hon.M.ASCE [email protected]
Chair Professor, Dept. of Civil Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong. E-mail: [email protected]
L. M. Zhang, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong. E-mail: [email protected]

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