Probabilistic slope stability analysis based on the Hermite-logistic regression approach

IF 4 2区 工程技术 Q2 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Yi Liang , Zhengpeng Jia , Qinglong Wu , Kefeng Xiao , Ran Yuan , Haizuo Zhou , Yi He
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Abstract

In slope reliability analysis, conventional surrogate model-based analysis methods, such as response surface method, Kriging method, and neural networks method, often rely on the safety factor of slopes for analysis. However, the calculation of safety factors requires repeated iterations using strength reduction, leading to low efficiency in reliability analysis. Addressing this challenge, this manuscript proposes an improved slope reliability analysis method to improve analysis efficiency. This method, which considers the spatial variability of soil parameters, is based on the principles of binary classification concept. It employs the Karhunen-Loève (K-L) expansion to discretize the soil of the slope and generate a random field. By combining Hermite polynomials with logistic regression approach, a surrogate model is established. Using the intrinsic program in FLAC3D for convergency determination, the stability classification (stable or unstable) for each slope is carried out without reducing the soil strength parameters (using original soil strength parameters). The classification results serve as response values for the Hermite-logistic regression surrogate model, establishing an implicit relationship between random variables and slope stability. The effectiveness of this Hermite-logistic regression method is verified through examples of undrained saturated clay slopes and c-φ soil slopes. The findings indicate that the Hermite-logistic regression model demonstrates remarkable computational efficiency when compared to conventional random finite element calculations, all while maintaining high computational accuracy. Specifically, the proposed method reduces the computational cost by at least a factor of ten while ensuring the attainment of precise results. In addition, a sensitivity analysis is performed to investigate the influence of slope geometric parameters and spatial variability parameters on slope stability and reliability.
基于Hermite-logistic回归方法的概率边坡稳定性分析
在边坡可靠度分析中,传统的基于代理模型的分析方法,如响应面法、Kriging法、神经网络法等,往往依赖于边坡的安全系数进行分析。然而,安全系数的计算需要使用强度折减法进行反复迭代,导致可靠性分析效率较低。针对这一挑战,本文提出了一种改进的边坡可靠度分析方法,以提高分析效率。该方法基于二元分类概念,考虑了土壤参数的空间变异性。采用karhunen - lo (K-L)展开对边坡土体进行离散化,生成随机场。将Hermite多项式与logistic回归方法相结合,建立了一个代理模型。利用FLAC3D中的固有程序进行收敛判定,在不降低土强度参数(使用原土强度参数)的情况下,对每个边坡进行稳定性分类(稳定或不稳定)。分类结果作为Hermite-logistic回归代理模型的响应值,建立了随机变量与边坡稳定性之间的隐式关系。通过不排水饱和粘土边坡和c-φ土边坡实例验证了该方法的有效性。研究结果表明,与传统的随机有限元计算相比,Hermite-logistic回归模型具有显著的计算效率,同时保持了较高的计算精度。具体而言,该方法在确保获得精确结果的同时,将计算成本降低了至少十倍。此外,还对边坡几何参数和空间变异性参数对边坡稳定性和可靠度的影响进行了敏感性分析。
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来源期刊
Advances in Engineering Software
Advances in Engineering Software 工程技术-计算机:跨学科应用
CiteScore
7.70
自引率
4.20%
发文量
169
审稿时长
37 days
期刊介绍: The objective of this journal is to communicate recent and projected advances in computer-based engineering techniques. The fields covered include mechanical, aerospace, civil and environmental engineering, with an emphasis on research and development leading to practical problem-solving. The scope of the journal includes: • Innovative computational strategies and numerical algorithms for large-scale engineering problems • Analysis and simulation techniques and systems • Model and mesh generation • Control of the accuracy, stability and efficiency of computational process • Exploitation of new computing environments (eg distributed hetergeneous and collaborative computing) • Advanced visualization techniques, virtual environments and prototyping • Applications of AI, knowledge-based systems, computational intelligence, including fuzzy logic, neural networks and evolutionary computations • Application of object-oriented technology to engineering problems • Intelligent human computer interfaces • Design automation, multidisciplinary design and optimization • CAD, CAE and integrated process and product development systems • Quality and reliability.
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