Probabilistic back analysis based on Bayesian and multi-output support vector machine for a high cut rock slope

• Published in: Engineering geology 2016-03, Vol.203, p.178-190
• Main Authors: Li, Shaojun, Zhao, Hongbo, Ru, Zhongliang, Sun, Qiancheng
• Format: Article
• Language: English
• Subjects: Bayesian analysis; Bayesian theory; Geomechanics; Mathematical models; Multi-output support vector machine; Probabilistic back analysis; Probabilistic methods; Probability theory; Rock; Rock slope; Support vector machines; Uncertainty
• ISSN: 0013-7952; 1872-6917
• DOI: 10.1016/j.enggeo.2015.11.004

Uncertainty of geomechanical parameters is an important consideration for rock engineering and has a very important influence on safety evaluation, design, and construction. Back analysis is a common method of determining geomechanical parameters but traditional deterministic back analysis cannot allow for consideration of this uncertainty. In this study, a new probabilistic back analysis method is proposed that integrates Bayesian methods and a multi-output support vector machine (B–MSVM). In this B–MSVM back analysis method, Bayesian was used to deal with the uncertainty of geomechanical parameters and a multi-output support vector machine (MSVM) was adopted to build the relationships between displacements and those parameters. The proposed method was applied to a high abutment rock slope at the Longtan hydropower station, China. At Longtan, the uncertainty of the two types of geomechanical parameters, Young's modulus and lateral pressure coefficients of in situ stress, were modeled as random variables. Based on the parameters identified by probabilistic back analysis, the computed displacements agreed closely with the measured displacement data monitored in the field. The result showed that B–MSVM presented the uncertainty of the geomechanical parameters reasonably. Further study indicated that the performance of B–MSVM could be improved greatly by updating field monitoring information regularly. The proposed method provides a significant new approach for probabilistic back analysis and contributes to the determination of realistic geomechanical parameters. •Probabilistic model for identification of rock mechanical parameters.•Bayesian method for considering uncertainty of slope engineering.•Probabilistic back analysis integrating Bayesian and a multi-output SVM.•Performance will be improved by continuously updating slope displacements.