基于贝叶斯方法和 NSGA-II 的场地勘测计划多目标优化框架

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL International Journal for Numerical and Analytical Methods in Geomechanics Pub Date : 2024-07-16 DOI:10.1002/nag.3806
Yang Sun, Ziying Xu, Jinshan Sun, Zhen Chen
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引用次数: 0

摘要

现场勘测为分析和设计提供了重要的岩土参数信息。然而,勘探工作量、稳健性和参数不确定性这三个相互冲突的目标对制定最佳现场勘察方案提出了挑战。本研究基于贝叶斯方法和非支配排序遗传算法(NSGA-II),提出了场地勘测方案的三目标优化框架。该框架只需输入岩土参数的先验分布和误差信息。岩土参数的先验分布是综合工程经验和基础勘探钻孔的测量结果得出的。误差信息则根据与具体项目相关的文献和专家判断获得。首先,使用贝叶斯方法生成候选勘探方案设计库,以确定勘探钻孔的位置和数量。然后应用 NSGA-II 来确定兼顾低成本、高稳健性和低不确定性的最优方案。所提出的多目标优化框架通过中国重庆的一个实际现场勘测案例进行了说明和验证,该案例旨在确定岩石地基的极限承载力。同时还考虑了研究区域内参数的空间相关性。最佳方案体现在勘探钻孔的位置和数量上。通过比较不同现场勘测方案的测量结果和预测结果,证明了所提出的多目标框架的效率。此外,还讨论了工程经验和随机现场建模对勘测方案的影响。
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A multiobjective optimization framework for site investigation program based on Bayesian approach and NSGA-II

Site investigation provides essential geotechnical parameter information for analysis and design. However, three conflicting objectives, namely exploration effort, robustness and parameter uncertainty, pose a challenge to the development of an optimal site investigation program. In this study, a three objective optimization framework for the site investigation program is proposed based on the Bayesian approach and the non-dominated sorting genetic algorithm (NSGA-II). The only inputs required by the proposed framework are prior distribution of geotechnical parameters and error information. The prior distribution of geotechnical parameters is derived from integrating engineering experience and measurements from basic exploration boreholes. The error information is obtained based on literature and expert judgment related to the specific project. Firstly, a design pool of candidate investigation programs is generated using Bayesian approach to determine the locations and number of exploration boreholes. The NSGA-II is then applied to identify the optimal program that balances lower cost, higher robustness, and lower uncertainty. The proposed multiobjective optimization framework is illustrated and validated through a real site investigation case in Chongqing, China, aimed at determining the ultimate bearing capacity of the rock foundation. The spatial correlation of parameters within the study area is also considered. The optimal program is represented by the location and number of exploration boreholes. By comparing measurements with predictions from different site investigation programs, the efficiency of the proposed multiobjective framework is demonstrated. Additionally, the influence of engineering experience and random field modeling on the investigation program is discussed.

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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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