基于机器学习辅助概念模型的压实细粒土母吸力估算框架

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Junjie Wang, Sai Vanapalli
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引用次数: 0

摘要

本研究提出了一种黑盒和白盒混合机器学习(ML)框架,利用 ML 技术,即粒子群优化支持向量回归(PSO-SVR)和多基因遗传编程(MGGP),对压实细粒土的吸力进行估计。为实现这一目标,开发了一种基于 ML 的新方法,用于设计必要的土壤参数,包括一个新参数 "有效聚集度"。该参数可捕捉到不同土壤结构对压实细粒土中不同初始含水量条件的影响,从而估算出垫吸力。此外,还进行了敏感性分析,以更好地了解有效团聚度和其他关键土壤特性的重要性。从 MGGP 模型中导出了显式方程,使其能够使用电子表格进行矩阵吸力估算,并减轻了对复杂编程工具的依赖。所提出的模型有望用于预测水力机械行为和其他相关的密实细粒土特性,从而促进其在传统岩土工程实践中的应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Framework for Estimating Matric Suction in Compacted Fine‐Grained Soils Based on a Machine Learning‐Assisted Conceptual Model
In this study, a hybrid black‐ and white‐box machine learning (ML) framework is proposed for matric suction estimation in compacted fine‐grained soils, utilizing ML techniques, namely, particle swarm optimized support vector regression (PSO‐SVR) and multi‐gene genetic programming (MGGP). This objective is achieved through developing a novel ML‐based method for designing requisite soil parameters, including a new parameter, the “effective degree of aggregation”. This parameter captures the influence of varying soil structures associated with different initial water content conditions in compacted fine‐grained soils for estimating matric suction. Additionally, sensitivity analyses are performed to better understand the significance of the effective degree of aggregation and other critical soil properties. Explicit equations are derived from the MGGP models, enabling their use for matric suction estimation using spreadsheets and alleviating the reliance on complex programming tools. The proposed models are promising for use in the prediction of hydro‐mechanical behavior and other related compacted fine‐grained soil properties, facilitating their application in conventional geotechnical engineering practice.
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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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