利用离散极限分析法评估空间可变土壤中缓坡的稳定性:一项概率研究

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Tianzheng Li, Wenping Gong, Chun Zhu, Huiming Tang
{"title":"利用离散极限分析法评估空间可变土壤中缓坡的稳定性:一项概率研究","authors":"Tianzheng Li,&nbsp;Wenping Gong,&nbsp;Chun Zhu,&nbsp;Huiming Tang","doi":"10.1007/s11440-024-02289-w","DOIUrl":null,"url":null,"abstract":"<div><p>The stability of gentle slopes is rarely accessed in existing studies, which are at risk of below-toe failure in soils with low shear strength. The inherent spatial variability of soil shear strength poses a huge complication to the probabilistic stability evaluation of large-scale three-dimensional gentle slopes, which usually forces a trade-off between precision and efficiency. In view of this, a semi-analytical method is developed in the framework of discretized limit analysis, which gives a unified mathematical representation of toe failure and below-toe failure of slopes. The proposed method inherits the high efficiency of analytical methods and has the ability to integrate spatially variable shear strengths into the slope mechanical model. The model validation is conducted by comparisons with a widely recognized analytical method developed for uniform soils. The random fields are introduced to achieve a relatively accurate characterization of soil shear strength, and the Monte Carlo simulation is employed to obtain a sufficient number of factors of safety of slopes for the subsequent statistical analyses. In the parametric study, spatial variability-related parameters, including the coefficient of variation of soil cohesion cov<sub>c</sub> or internal friction angle cov<sub><i>φ</i></sub>, the autocorrelation lengths along vertical and horizontal directions <i>ξ</i> and <i>k</i>, the cross-correlation coefficient <i>ρ</i><sub><i>cφ</i></sub>, are varied systematically to reveal their influences on the slope stability from a statistical perspective. It is found that the ranking of the impact on the probabilistic stability of a gentle slope is given as: cov<sub>c</sub> or cov<sub><i>φ</i></sub> &gt; <i>ξ</i> &gt; <i>k</i> &gt; <i>ρ</i><sub>c<i>φ</i></sub>. Finally, the failure probabilities of the gentle slope are computed considering the variations of key parameters, which may have implications for practical slope designs.</p></div>","PeriodicalId":49308,"journal":{"name":"Acta Geotechnica","volume":"19 9","pages":"6319 - 6335"},"PeriodicalIF":5.6000,"publicationDate":"2024-04-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Stability evaluation of gentle slopes in spatially variable soils using discretized limit analysis method: a probabilistic study\",\"authors\":\"Tianzheng Li,&nbsp;Wenping Gong,&nbsp;Chun Zhu,&nbsp;Huiming Tang\",\"doi\":\"10.1007/s11440-024-02289-w\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The stability of gentle slopes is rarely accessed in existing studies, which are at risk of below-toe failure in soils with low shear strength. The inherent spatial variability of soil shear strength poses a huge complication to the probabilistic stability evaluation of large-scale three-dimensional gentle slopes, which usually forces a trade-off between precision and efficiency. In view of this, a semi-analytical method is developed in the framework of discretized limit analysis, which gives a unified mathematical representation of toe failure and below-toe failure of slopes. The proposed method inherits the high efficiency of analytical methods and has the ability to integrate spatially variable shear strengths into the slope mechanical model. The model validation is conducted by comparisons with a widely recognized analytical method developed for uniform soils. The random fields are introduced to achieve a relatively accurate characterization of soil shear strength, and the Monte Carlo simulation is employed to obtain a sufficient number of factors of safety of slopes for the subsequent statistical analyses. In the parametric study, spatial variability-related parameters, including the coefficient of variation of soil cohesion cov<sub>c</sub> or internal friction angle cov<sub><i>φ</i></sub>, the autocorrelation lengths along vertical and horizontal directions <i>ξ</i> and <i>k</i>, the cross-correlation coefficient <i>ρ</i><sub><i>cφ</i></sub>, are varied systematically to reveal their influences on the slope stability from a statistical perspective. It is found that the ranking of the impact on the probabilistic stability of a gentle slope is given as: cov<sub>c</sub> or cov<sub><i>φ</i></sub> &gt; <i>ξ</i> &gt; <i>k</i> &gt; <i>ρ</i><sub>c<i>φ</i></sub>. Finally, the failure probabilities of the gentle slope are computed considering the variations of key parameters, which may have implications for practical slope designs.</p></div>\",\"PeriodicalId\":49308,\"journal\":{\"name\":\"Acta Geotechnica\",\"volume\":\"19 9\",\"pages\":\"6319 - 6335\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2024-04-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Acta Geotechnica\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s11440-024-02289-w\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Acta Geotechnica","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s11440-024-02289-w","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

摘要

现有的研究很少涉及缓坡的稳定性问题,因为在剪切强度较低的土壤中,缓坡有可能出现趾部以下崩塌。土壤剪切强度固有的空间变异性给大规模三维缓坡的概率稳定性评估带来了巨大的复杂性,通常需要在精度和效率之间做出权衡。有鉴于此,我们在离散极限分析的框架下开发了一种半解析方法,该方法给出了斜坡坡脚破坏和坡脚以下破坏的统一数学表征。所提出的方法继承了分析方法的高效率,并能将空间可变剪切强度纳入斜坡力学模型。模型验证是通过与针对均匀土壤开发的广受认可的分析方法进行比较而实现的。通过引入随机场来实现对土壤剪切强度的相对精确描述,并采用蒙特卡罗模拟来获得足够数量的斜坡安全系数,以便进行后续的统计分析。在参数研究中,系统地改变了与空间变异性相关的参数,包括土壤内聚力变异系数 covc 或内摩擦角 covφ、沿垂直和水平方向的自相关长度 ξ 和 k、交叉相关系数 ρcφ,从统计学角度揭示了它们对边坡稳定性的影响。结果发现,对缓坡概率稳定性影响的排序为:covc 或 covφ > ξ > k > ρcφ。最后,考虑到关键参数的变化,计算了缓坡的破坏概率,这可能会对实际的斜坡设计产生影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Stability evaluation of gentle slopes in spatially variable soils using discretized limit analysis method: a probabilistic study

Stability evaluation of gentle slopes in spatially variable soils using discretized limit analysis method: a probabilistic study

The stability of gentle slopes is rarely accessed in existing studies, which are at risk of below-toe failure in soils with low shear strength. The inherent spatial variability of soil shear strength poses a huge complication to the probabilistic stability evaluation of large-scale three-dimensional gentle slopes, which usually forces a trade-off between precision and efficiency. In view of this, a semi-analytical method is developed in the framework of discretized limit analysis, which gives a unified mathematical representation of toe failure and below-toe failure of slopes. The proposed method inherits the high efficiency of analytical methods and has the ability to integrate spatially variable shear strengths into the slope mechanical model. The model validation is conducted by comparisons with a widely recognized analytical method developed for uniform soils. The random fields are introduced to achieve a relatively accurate characterization of soil shear strength, and the Monte Carlo simulation is employed to obtain a sufficient number of factors of safety of slopes for the subsequent statistical analyses. In the parametric study, spatial variability-related parameters, including the coefficient of variation of soil cohesion covc or internal friction angle covφ, the autocorrelation lengths along vertical and horizontal directions ξ and k, the cross-correlation coefficient ρ, are varied systematically to reveal their influences on the slope stability from a statistical perspective. It is found that the ranking of the impact on the probabilistic stability of a gentle slope is given as: covc or covφ > ξ > k > ρcφ. Finally, the failure probabilities of the gentle slope are computed considering the variations of key parameters, which may have implications for practical slope designs.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
×
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