Calculation of Slope Safety Factor Based on Deep Learning Response Surface

IF 0.7 4区 地球科学 Q4 GEOSCIENCES, MULTIDISCIPLINARY
Liujie Zhang, Ming Li
{"title":"Calculation of Slope Safety Factor Based on Deep Learning Response Surface","authors":"Liujie Zhang, Ming Li","doi":"10.1134/s1028334x24601792","DOIUrl":null,"url":null,"abstract":"<h3 data-test=\"abstract-sub-heading\">Abstract</h3><p>The slope safety factor is a crucial indicator for assessing slope stability. However, the current methods for calculating safety factors are predominantly based on the search of limit equilibrium theory and the iteration of finite element methods, leading to overly intricate computational procedures. Considering classical mechanics theory and the definition of slope safety factors, there inevitably exists a certain functional relationship between various slope parameters and their safety factors. Thus, we propose an approach utilizing response surface surrogate functions to express this relationship.We studied two types of slopes: soil slopes and rock slopes. For soil slopes, assumed to be single-layer saturated clay, we considered five parameters: soil density, cohesion, friction angle, slope height, and slope angle. For rock slopes, we considered six parameters: rock density, uniaxial compressive strength of the rock, GSI, mi, slope height, and slope angle.we introduce a data sampling technique based on genetic algorithms to enhance the quality of training data. This approach reduces the uncertainty in fitting outcomes while minimizing the volume of sample data, while still meeting precision requirements and generalizability.To address the demands of this study, we establish a convolutional neural network to approximate the response surface. A comparison is made with response surfaces approximated using FCNN and polynomial methods, revealing superior performance of the convolutional neural network. Following training, the surrogate function derived enables rapid and accurate computation of the slope safety factor.</p>","PeriodicalId":11352,"journal":{"name":"Doklady Earth Sciences","volume":"30 1","pages":""},"PeriodicalIF":0.7000,"publicationDate":"2024-09-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Doklady Earth Sciences","FirstCategoryId":"89","ListUrlMain":"https://doi.org/10.1134/s1028334x24601792","RegionNum":4,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"GEOSCIENCES, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0

Abstract

The slope safety factor is a crucial indicator for assessing slope stability. However, the current methods for calculating safety factors are predominantly based on the search of limit equilibrium theory and the iteration of finite element methods, leading to overly intricate computational procedures. Considering classical mechanics theory and the definition of slope safety factors, there inevitably exists a certain functional relationship between various slope parameters and their safety factors. Thus, we propose an approach utilizing response surface surrogate functions to express this relationship.We studied two types of slopes: soil slopes and rock slopes. For soil slopes, assumed to be single-layer saturated clay, we considered five parameters: soil density, cohesion, friction angle, slope height, and slope angle. For rock slopes, we considered six parameters: rock density, uniaxial compressive strength of the rock, GSI, mi, slope height, and slope angle.we introduce a data sampling technique based on genetic algorithms to enhance the quality of training data. This approach reduces the uncertainty in fitting outcomes while minimizing the volume of sample data, while still meeting precision requirements and generalizability.To address the demands of this study, we establish a convolutional neural network to approximate the response surface. A comparison is made with response surfaces approximated using FCNN and polynomial methods, revealing superior performance of the convolutional neural network. Following training, the surrogate function derived enables rapid and accurate computation of the slope safety factor.

Abstract Image

基于深度学习响应面的斜坡安全系数计算
摘要边坡安全系数是评估边坡稳定性的重要指标。然而,目前计算安全系数的方法主要基于极限平衡理论的探索和有限元方法的迭代,导致计算程序过于复杂。考虑到经典力学理论和边坡安全系数的定义,各种边坡参数与其安全系数之间必然存在一定的函数关系。因此,我们提出了一种利用响应面替代函数来表达这种关系的方法。我们研究了两种类型的边坡:土质边坡和岩质边坡。对于假定为单层饱和粘土的土壤斜坡,我们考虑了五个参数:土壤密度、内聚力、摩擦角、坡高和坡角。对于岩石边坡,我们考虑了六个参数:岩石密度、岩石的单轴抗压强度、GSI、mi、边坡高度和边坡角度。这种方法既能减少拟合结果的不确定性,又能最大限度地减少样本数据量,同时还能满足精度要求和普适性。为了满足本研究的要求,我们建立了一个卷积神经网络来近似响应面。通过与使用 FCNN 和多项式方法逼近的响应面进行比较,我们发现卷积神经网络的性能更优越。经过训练后,得出的代用函数可快速、准确地计算斜坡安全系数。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Doklady Earth Sciences
Doklady Earth Sciences 地学-地球科学综合
CiteScore
1.40
自引率
22.20%
发文量
138
审稿时长
3-6 weeks
期刊介绍: Doklady Earth Sciences is a journal that publishes new research in Earth science of great significance. Initially the journal was a forum of the Russian Academy of Science and published only best contributions from Russia. Now the journal welcomes submissions from any country in the English or Russian language. Every manuscript must be recommended by Russian or foreign members of the Russian Academy of Sciences.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信