Anti-slide pile structure development: New design concept and novel structure
文献类型：期刊论文
| 作者 | Chen, Guangfu1,3,4; Guo, Fei3,4; Zhang, Guodong3,4; Liu, Jie1; Ding, Lijuan2 |
| 刊名 | FRONTIERS IN EARTH SCIENCE
 |
| 出版日期 | 2023-01-26 |
| 卷号 | 11期号:-页码:- |
| 关键词 | anti-slide pile development path design concept landslide body development and utilization arm-stretching-type anti-slide pile |
| 英文摘要 | The anti-slide pile is one of the most used measures in landslide control globally. Following its application, various structures have been developed. In this paper, we analyze the anti-slide pile structure development process and extract two development paths. One path is aimed at improving the applicability. The second path starts from an in-depth study of pile-soil interactions. However, these two paths share a single design concept: The anti-slide pile provides direct resistance to maintain landslide stability, that is, the anti-slide pile and the landslide body are thought to be confrontational sides. We here propose developing and utilizing the landslide body in anti-slide pile design. Accordingly, the confrontation relationship between the anti-slide pile and the landslide body can be changed while shifting away from the view that the landslide body is only a hazard. On this basis, we also design a novel structure: An arm-stretching-type anti-slide pile. The simulation verification results show that this novel structure works well in realizing the proposed design concept. Compared with the commonly used wholly buried pile, the safety factor of the landslide controlled by the novel structure is improved by 43.56%. This study promotes the design concept of anti-slide pile developing from the existing slide-resist single mode to the slide-self-stabilize-resist compound mode. |
| 学科主题 | Geology |
| 语种 | 英语 |
| 出版者 | FRONTIERS MEDIA SA |
| WOS记录号 | WOS:000934949700001 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/35208]  |
| 专题 | 中科院武汉岩土力学所 |
| 作者单位 | 1.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei, China 2.Hubei Three Gorges Polytechnic, Yichang, Hubei, China 3.College of Civil Engineering and Architecture, China Three Gorges University, Yichang, Hubei, China 4.National Field Observation and Research Station of Landslides in Three Gorges Reservoir Area of Yangtze River, Yichang, Hubei, China |
| 推荐引用方式 GB/T 7714 | Chen, Guangfu,Guo, Fei,Zhang, Guodong,et al. Anti-slide pile structure development: New design concept and novel structure[J]. FRONTIERS IN EARTH SCIENCE,2023,11(-):-. |
| APA | Chen, Guangfu,Guo, Fei,Zhang, Guodong,Liu, Jie,&Ding, Lijuan.(2023).Anti-slide pile structure development: New design concept and novel structure.FRONTIERS IN EARTH SCIENCE,11(-),-. |
| MLA | Chen, Guangfu,et al."Anti-slide pile structure development: New design concept and novel structure".FRONTIERS IN EARTH SCIENCE 11.-(2023):-. |
入库方式： OAI收割
来源：武汉岩土力学研究所
浏览0
下载0
收藏0
其他版本
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。