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Research on slope reliability analysis using multi-kernel relevance vector machine and advanced first-order second-moment method

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Abstract

To increase the efficiency and accuracy in slope stability analysis, a reliability analysis method based on machine learning and the advanced first-order second-moment (AFOSM) method was proposed, and the partial derivative of the machine-learning algorithm was derived. First, a multi-kernel was introduced to establish the multi-kernel relevance vector machine (MKRVM). Then, the kernel parameters of the MKRVM were optimized by the harmony search (HS) method to use the high-precision MKRVM method instead of the traditional methods for determining the factor of safety. It was necessary to obtain the partial derivative of the performance function, which was explicitly expressed by the trained MKRVM in this paper. Finally, the AFOSM was adopted to calculate the reliability index of the slope, as the AFOSM was more reliable because the design point was located at the failure surface. With two samples, from a single-layer slope and a multilayer slope, the calculation results show that the MKRVM–AFOSM is easy to use, highly computationally efficient, and reliable.

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The RVM toolbox from the corresponding paper, Tipping [27].

References

  1. Lin Y (2009) Uncertainty problems and analysis methods in geotechnical and structural engineering. Science Press, Beijing

    Google Scholar 

  2. Wu T, Kraft LM (1970) Safety analysis of slopes. J Soil Mechan Found Div 96:609–630

    Article  Google Scholar 

  3. Malkawi AIH, Hassan WF, Abdulla FA (2000) Uncertainty and reliability analysis applied to slope stability. Struct Saf 22:161–187

    Article  Google Scholar 

  4. Ji HK, Seung HL, Inyeol P, Hae SL (2015) Reliability assessment of reinforced concrete columns based on the p–m interaction diagram using AFOSM. Struct Saf 55:70–79

    Article  Google Scholar 

  5. Hasofer AM, Lind NC (1974) Exact and invariant second-moment code format. J Eng Mech Division 100:111–121

    Article  Google Scholar 

  6. Zeng P, Li T, Jimenez R, Feng X, Chen Y (2018) Extension of quasi-newton approximation-based sorm for series system reliability analysis of geotechnical problems. Eng Comput 34:215–224

    Article  Google Scholar 

  7. Li L, Chu X (2015) Multiple response surfaces for slope reliability analysis. Int J Numer Anal Methods Geomech 39:175–192

    Article  Google Scholar 

  8. Cho SE (2007) Effects of spatial variability of soil properties on slope stability. Eng Geol 92:97–109

    Article  Google Scholar 

  9. Wang Y, Xie Z, Lou IC, Ung WK, Mok KM (2017) Algal bloom prediction by support vector machine and relevance vector machine with genetic algorithm optimization in freshwater reservoirs. Eng Comput 34:664–679

    Article  Google Scholar 

  10. Zhang M, Jin F (2015) Structural reliability computations. Science Press, Beijing

    Google Scholar 

  11. Deng J, Gu D, Li X, Yue Z (2005) Structural reliability analysis for implicit performance functions using artificial neural network. Struct Saf 27:25–48

    Article  Google Scholar 

  12. Erzin Y, Cetin T (2012) The use of neural networks for the prediction of the critical factor of safety of an artificial slope subjected to earthquake forces. Sci Iran 19:188–194

    Article  Google Scholar 

  13. Cho SE (2009) Probabilistic stability analyses of slopes using the ANN-based response surface. Comput Geotech 36:787–797

    Article  Google Scholar 

  14. Zheng D, Cheng L, Bao T, Lv B (2013) Integrated parameter inversion analysis method of a CFRD based on multi-output support vector machines and the clonal selection algorithm. Comput Geotech 47:68–77

    Article  Google Scholar 

  15. Samui P, Lansivaara T, Bhatt MR (2013) Least square support vector machine applied to slope reliability analysis. Geotech Geol Eng 31:1329–1334

    Article  Google Scholar 

  16. Li S, Zhao H, Ru Z, Sun Q (2016) Probabilistic back analysis based on Bayesian and multi-output support vector machine for a high cut rock slope. Eng Geol 203:178–190

    Article  Google Scholar 

  17. Wang H, Moayedi H, Foong LK (2020) Genetic algorithm hybridized with multilayer perceptron to have an economical slope stability design. Eng Comput 36:1–12

    Article  Google Scholar 

  18. Kang F, Li J (2016) Artificial bee colony algorithm optimized support vector regression for system reliability analysis of slopes. J Comput Civil Eng 30:04015040

    Article  Google Scholar 

  19. Sari PA, Suhatril M, Osman N, Mu’azu MA, Dehghani H, Sedghi Y, Safa M, Hasanipanah M, Wakil K, Khorami M, Djuric S (2019) An intelligent based-model role to simulate the factor of safe slope by support vector regression. Eng Comput 35:1521–1531

  20. Tan X, Bi W, Hou X, Wang W (2011) Reliability analysis using radial basis function networks and support vector machines. Comput Geotech 38:178–186

    Article  Google Scholar 

  21. He T, Shang Y, Lu Q, Ren S (2013) Slope reliability analysis using support vector machine. Rock Soil Mech 34:3269–3276

    Google Scholar 

  22. Kang F, Han S, Salgado R, Li J (2015) System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling. Comput Geotech 63:13–25

    Article  Google Scholar 

  23. Zhao H (2008) Slope reliability analysis using a support vector machine. Comput Geotech 35:459–467

    Article  Google Scholar 

  24. Zhao H, Yin S, Ru Z (2012) Relevance vector machine applied to slope stability analysis. Int J Numer Anal Methods Geomech 36:643–652

    Article  Google Scholar 

  25. Chen S, Gu C, Lin C, Zhang K, Zhu Y (2020) Multi-kernel optimized relevance vector machine for probabilistic prediction of concrete dam displacement. Eng Comput. https://doi.org/10.1007/s00366-019-00924-9

    Article  Google Scholar 

  26. Samui P, Lansivaara T, Kim D (2011) Utilization relevance vector machine for slope reliability analysis. Appl Soft Comput 11:4036–4040

    Article  Google Scholar 

  27. Tipping ME (2001) Sparse Bayesian learning and the relevance vector machine. J Mach Learn Res 1:211–244

    MathSciNet  MATH  Google Scholar 

  28. Samui P (2012) Application of statistical learning algorithms to ultimate bearing capacity of shallow foundation on cohesionless soil. Int J Numer Anal Methods Geomech 36:100–110

    Article  Google Scholar 

  29. Tipping ME, Faul AC (2003) Fast marginal likelihood maximization for sparse Bayesian models. In: Proceedings of the ninth international workshop on artificial intelligence and statistics. Florida, pp 1–13

  30. Liu D, Zhou J, Pan D, Peng Y, Peng X (2015) Lithium-ion battery remaining useful life estimation with an optimized relevance vector machine algorithm with incremental learning. Measurement 63:143–151

    Article  Google Scholar 

  31. Thayananthan A, Navaratnam R, Stenger B, Torr PHS, Cipolla R (2008) Pose estimation and tracking using multivariate regression. Pattern Recognit Lett 29:1302–1310

    Article  Google Scholar 

  32. Dai X, Yuan X, Zhang Z (2015) A self-adaptive multi-objective harmony search algorithm based on harmony memory variance. Appl Soft Comput 35:541–557

    Article  Google Scholar 

  33. Bishop AW (1955) The use of slip circle in the stability analysis of slopes. Geotechnique 5:7–17

    Article  Google Scholar 

  34. Rajashekhar M, Ellingwood BR (1993) A new look at the response surface approach for reliability analysis. Struct Saf 12:205–220

    Article  Google Scholar 

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Acknowledgements

The authors are grateful to Mike Tipping for the RVM toolbox, and Zhao Hongbo and Pijush Samui for the data.

Funding

This research was funded by the Key Projects of Natural Science Basic Research Program of Shaanxi Province Grant number [2018JZ5010], the Water Science Plan Project of Shaanxi Province Grant number [2018SLKJ-5] and Joint Funds of Natural Science Fundamental Research Program of Shaanxi Province of China and the Hanjiang-to-Weihe River Valley Water Diversion Project Grant number [2019JLM-55].

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Authors

Contributions

Conceptualization: [CM]; methodology: [CM]; software: [CM]; data curation: [CM]; writing—original draft preparation: [CM]; supervision: [JY]; funding acquisition: [JY]; writing—review and editing: [LC]; validation: [LR]. All the authors have read and agreed to the published version of the manuscript.

Corresponding author

Correspondence to Jie Yang.

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The authors declare that they have no conflict of interest.

Availability of data and material

Some data and models used during the study are available from the corresponding paper (Zhao [23]; Zhao et al. [24]; Samui et al. [15]).

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Ma, C.h., Yang, J., Cheng, L. et al. Research on slope reliability analysis using multi-kernel relevance vector machine and advanced first-order second-moment method. Engineering with Computers 38, 3057–3068 (2022). https://doi.org/10.1007/s00366-021-01331-9

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  • DOI: https://doi.org/10.1007/s00366-021-01331-9

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