Technical Notes
Sep 28, 2017

Response–Surface–Based Embankment Reliability under Incomplete Probability Information

Publication: International Journal of Geomechanics
Volume 17, Issue 12

Abstract

Reliability evaluations can be challenging if the limit-state surface (LSS) is implicit and the probability information is incomplete in that only marginal distributions and correlations are given. To address the problem, this study adopted the response-surface method based on an adaptive relevance vector machine (aRVM) to approximate the implicit LSS, and the copula approach was used to reconstruct the joint distributions based on incomplete probability information. The Rosenblatt transformation was used to transform the random variables from the original random space into the independent standard normal space for the first-/second-order reliability method (FORM/SORM) approximations. Five different copulas—the normal, Frank, Clayton, CClayton, and t copulas—were adopted to represent different dependence structures and examine their impacts on the failure probability. Results from the numerical example show that the copula effect was negligible if the shear strength parameters were uncorrelated or fully correlated. However, when the correlation coefficient was 0.6 or 0.8, the probabilistic result corresponding to the commonly used normal copula was 5.6% higher or 3.1% lower if the CClayton or the Frank copula was used to model the dependence structure, respectively.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The following financial supports are acknowledged: (1) National Natural Science Foundation of China (NSFC) under Grant 51608399; (2) Fundamental Research Funds for Central Public Welfare Research Institutes (Changjiang River Scientific Research Institute CKSF2016037/GC); and (3) Youths Science Foundation of Wuhan Institute of Technology under Grant Q201602.

References

Ang, A. H.-S., and Tang, W. H. (2007). Probability concepts in engineering: Emphasis on applications to civil and environmental engineering, 2nd Ed., Wiley, New York.
Chan, C. L., and Low, B. K. (2012). “Practical second-order reliability analysis applied to foundation engineering.” Int. J. Numer. Anal. Methods Geomech., 36(11), 1387–1409.
Cho, S. E. (2009). “Probabilistic stability analyses of slopes using the ANN-based response surface.” Comput. Geotech., 36(5), 787–797.
Cho, S. E., and Park, H. C. (2010). “Effect of spatial variability of cross-correlated soil properties on bearing capacity of strip footing.” Int. J. Numer. Anal. Methods Geomech., 34(1), 1–26.
Chowdhury, R., and Rao, B. N. (2010). “Probabilistic stability assessment of slopes using high dimensional model representation.” Comput. Geotech., 37(7–8), 876–884.
Christian, J. T., Ladd, C. C., and Baecher, G. B. (1994). “Reliability applied to slope stability analysis.” J. Geotech. Eng., 2180–2207.
Der Kiureghian, A., and Liu, P.-L. (1986). “Structural reliability under incomplete probability information.” J. Eng. Mech., 85–104.
El-Ramly, H., Morgenstern, N. R., and Cruden, D. M. (2002). “Probabilistic slope stability analysis for practice.” Can. Geotech. J., 39(3), 665–683.
FLAC 5.0 [Computer software]. Itasca Consulting Group, Minneapolis.
Genest, C., and Favre, A. C. (2007). “Everything you always wanted to know about copula modeling but were afraid to ask.” J. Hydrol. Eng., 347–368.
GuhaRay, A., and Baidya, D. K. (2015). “Reliability-based analysis of cantilever sheet pile walls backfilled with different soil types using the finite-element approach.” Int. J. Geomech., 06015001.
Hong, H. P., and Roh, G. (2008). “Reliability evaluation of earth slopes.” J. Geotech. Geoenviron. Eng., 1700–1705.
Joe, H. (1996). “Families of m-variate distributions with given margins and m(m-1)/2 bivariate dependence parameters.” Distributions with fixed marginals and related topics, L. Rüschendorf, B. Schweizer, and M. D. Taylor, eds., Vol. 28, Institute of Mathematical Statistics, Shaker Heights, OH.
Kang, F., Han, S., Salgado, R., and Li, J. (2015). “System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling.” Comput. Geotech., 63, 13–25.
Klein, B., Schumann, A. H., and Pahlow, M. (2011). “Copulas—New risk assessment methodology for dam safety.” Flood risk assessment and management: How to specify hydrological loads, their consequences and uncertainties, A. H. Schumann, ed., Springer, Berlin, 149–185.
Lebrun, R., and Dutfoy, A. (2009a). “An innovating analysis of the Nataf transformation from the copula viewpoint.” Probab. Eng. Mech., 24(3), 312–320.
Lebrun, R., and Dutfoy, A. (2009b). “Do Rosenblatt and Nataf isoprobabilistic transformations really differ?” Probab. Eng. Mech., 24(4), 577–584.
Li, D.-Q., et al. (2015). “Bivariate distribution of shear strength parameters using copulas and its impact on geotechnical system reliability.” Comput. Geotech., 68, 184–195.
Li, D.-Q., Tang, X.-S., Phoon, K.-K., Chen, Y.-F., and Zhou, C.-B. (2013). “Bivariate simulation using copula and its application to probabilistic pile settlement analysis.” Int. J. Numer. Anal. Methods Geomech., 37(6), 597–617.
Lim, K., Cassidy, M. J., Li, A. J., and Lyamin, A. V. (2016). “Mean parametric Monte Carlo study of fill slopes.” Int. J. Geomech., 04016105.
Low, B. K., and Tang, W. H. (2004). “Reliability analysis using object-oriented constrained optimization.” Struct. Saf., 26(1), 69–89.
Low, B. K., and Tang, W. H. (2007). “Efficient spreadsheet algorithm for first-order reliability method.” J. Eng. Mech., 1378–1387.
Luo, X., Li, X., Zhou, J., and Cheng, T. (2012). “A Kriging-based hybrid optimization algorithm for slope reliability analysis.” Struct. Saf., 34(1), 401–406.
Lü, Q., and Low, B. K. (2011). “Probabilistic analysis of underground rock excavations using response surface method and SORM.” Comput. Geotech., 38(8), 1008–1021.
MacKay, D. J. C. (1992). “The evidence framework applied to classification networks.” Neural Comput., 4(5), 720–736.
MATLAB R2010a [Computer software]. MathWorks, Natick, MA.
Mbarka, S., Baroth, J., Ltifi, M., Hassis, H., and Darve, F. (2010). “Reliability analyses of slope stability.” Eur. J. Environ. Civ. Eng., 14(10), 1227–1257.
McNeil, A. J., Frey, R., and Embrechts, P. (2005). Quantitative risk management: Concepts, techniques and tools, Princeton University Press, Princeton, NJ.
Muduli, P. K., and Das, S. K. (2015). “First-order reliability method for probabilistic evaluation of liquefaction potential of soil using genetic programming.” Int. J. Geomech., 04014052.
Nelsen, R. B. (2006). An introduction to copulas, 2nd Ed. Springer, New York.
Phoon, K.-K., and Kulhawy, F. H. (1999). “Evaluation of geotechnical property variability.” Can. Geotech. J., 36(4), 625–639.
Rosenblatt, M. (1952). “Remarks on a multivariate transformation.” Ann. Math. Stat., 23(3), 470–472.
Shahnazari, H., Jafarian, Y., Tutunchian, M. A., and Rezvani, R. (2016). “Probabilistic assessment of liquefaction occurrence in calcareous fill materials of Kawaihae Harbor, Hawaii.” Int. J. Geomech., 05016001.
Silva, F., Lambe, T. W., and Marr, W. A. (2008). “Probability and risk of slope failure.” J. Geotech. Geoenviron. Eng., 1691–1699.
Tan, X.-H., Bi, W.-H., Hou, X.-L., and Wang, W. (2011). “Reliability analysis using radial basis function networks and support vector machines.” Comput. Geotech., 38(2), 178–186.
Tan, X.-H., Shen, M.-F., Hou, X.-L., Li, D., and Hu, N. (2013). “Response surface method of reliability analysis and its application in slope stability analysis.” Geotech. Geol. Eng., 31(4), 1011–1025.
Tang, X.-S., Li, D.-Q., Rong, G., Phoon, K.-K., and Zhou, C.-B. (2013). “Impact of copula selection on geotechnical reliability under incomplete probability information.” Comput. Geotech., 49, 264–278.
Tang, X. S., Li, D.-Q., Zhou, C.-B., and Phoon, K.-K. (2015). “Copula-based approaches for evaluating slope reliability under incomplete probability information.” Struct. Saf., 52(Part A), 90–99.
Tipping, M. E. (2001). “Sparse Bayesian learning and the relevance vector machine.” J. Mach. Learn. Res., 1, 211–244.
Venter, G. G. (2001). “Tails of copulas.” Proc., ASTIN 2001, Casualty Actuarial Society, Arlington, VA, 68–113.
Wang, F., Lu, H., Gou, B., Han, X., Zhang, Q., and Qin, Y. (2016). “Modeling of shield-ground interaction using an adaptive relevance vector machine.” Appl. Math. Model., 40(9–10), 5171–5182.
Wang, Y., Cao, Z., and Au, S.-K. (2010). “Efficient Monte Carlo simulation of parameter sensitivity in probabilistic slope stability analysis.” Comput. Geotech., 37(7–8), 1015–1022.
Wang, X. G., and Dong, Y. J. (2010). Shear strength parameters of rock mass, China Water Power Press, Beijing (in Chinese).
Xu, B., and Low, B. K. (2006). “Probabilistic stability analyses of embankments based on finite element method.” J. Geotech. Geoenviron. Eng., 1444–1454.
Youssef Abdel Massih, D. S., and Soubra, A.-H. (2008). “Reliability-based analysis of strip footings using response surface methodology.” Int. J. Geomech., 134–143.
Yuan, J., Bo, L., Wang, K., and Yu, T. (2009). “Adaptive spherical Gaussian kernel in sparse Bayesian learning framework for nonlinear regression.” Expert. Syst. Appl., 36(2), 3982–3989.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 17Issue 12December 2017

History

Received: Nov 4, 2016
Accepted: Jun 7, 2017
Published online: Sep 28, 2017
Published in print: Dec 1, 2017
Discussion open until: Feb 28, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Research Associate, Dept. of Building and Real Estate, Hong Kong Polytechnic Univ., Kowloon, Hong Kong; Lecturer, School of Resource and Civil Engineering, Wuhan Institute of Technology, Wuhan 430073, P.R. China; Lecturer, Dept. of Civil Engineering and Mechanics, Huazhong Univ. of Science and Technology, Wuhan 430074, P.R. China (corresponding author). ORCID: https://orcid.org/0000-0002-6335-600X. E-mail: [email protected]
Heng Li
Chair Professor, Dept. of Building and Real Estate, Hong Kong Polytechnic Univ., Kowloon, Hong Kong.
Qi-Ling Zhang
Senior Engineer, Yangtze River Scientific Research Institute, Wuhan 430010, P.R. China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share