Climate Change Data Portal
DOI | 10.1007/s11069-020-04126-1 |
Development of three-dimensional failure mechanisms and genetic algorithm for limit analysis of two-layer slopes | |
Zheng L.; Li L.; Li J. | |
发表日期 | 2020 |
ISSN | 0921030X |
起始页码 | 3181 |
结束页码 | 3212 |
卷号 | 103期号:3 |
英文摘要 | This paper develops general three-dimensional kinematically rotational failure mechanisms for two-layer soil slopes, which not only considers the back slope angle but also involves the face-failure, toe-failure and base-failure mechanisms. Although the failure mechanisms are developed for two-layer soil slopes, it is easy to extend for multilayer soil slopes with the framework proposed in this study. Genetic algorithm (GA), which poses the advantages of highly computational efficiency over the traditional loop searching method, is developed to search for the upper bound of the critical height of slope. The proposed mechanisms could perfectly reduce to the failure mechanism of single-layer slopes, and the results generated from the GA algorithm are more critical than those of other available approaches, which indirectly identifies the validity of the current analysis and shows the advantage of the GA algorithm. Parametric studies, which cover a wide range of soil slope angle, back slope angle, relative layer thickness and soil strength as well as the width of restriction, are performed to investigate the transformation of the failure mechanism and the corresponding the critical height of two-layer slopes. © 2020, Springer Nature B.V. |
关键词 | 3D failure mechanismGenetic algorithmHighly computational efficiencyTwo-layer slope |
英文关键词 | efficiency measurement; failure mechanism; genetic algorithm; limit analysis; parameter estimation; soil mechanics; three-dimensional modeling |
语种 | 英语 |
来源期刊 | Natural Hazards |
文献类型 | 期刊论文 |
条目标识符 | http://gcip.llas.ac.cn/handle/2XKMVOVA/206054 |
作者单位 | Department of Geotechnical Engineering, Tongji University, Shanghai, 200092, China |
推荐引用方式 GB/T 7714 | Zheng L.,Li L.,Li J.. Development of three-dimensional failure mechanisms and genetic algorithm for limit analysis of two-layer slopes[J],2020,103(3). |
APA | Zheng L.,Li L.,&Li J..(2020).Development of three-dimensional failure mechanisms and genetic algorithm for limit analysis of two-layer slopes.Natural Hazards,103(3). |
MLA | Zheng L.,et al."Development of three-dimensional failure mechanisms and genetic algorithm for limit analysis of two-layer slopes".Natural Hazards 103.3(2020). |
条目包含的文件 | 条目无相关文件。 |
个性服务 |
推荐该条目 |
保存到收藏夹 |
导出为Endnote文件 |
谷歌学术 |
谷歌学术中相似的文章 |
[Zheng L.]的文章 |
[Li L.]的文章 |
[Li J.]的文章 |
百度学术 |
百度学术中相似的文章 |
[Zheng L.]的文章 |
[Li L.]的文章 |
[Li J.]的文章 |
必应学术 |
必应学术中相似的文章 |
[Zheng L.]的文章 |
[Li L.]的文章 |
[Li J.]的文章 |
相关权益政策 |
暂无数据 |
收藏/分享 |
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。