基于模型试验的斜坡崩塌预测和预警阈值研究

M. Fukuhara, T. Uchimura, Lin Wang, Shangning Tao, Junfeng Tang
{"title":"基于模型试验的斜坡崩塌预测和预警阈值研究","authors":"M. Fukuhara, T. Uchimura, Lin Wang, Shangning Tao, Junfeng Tang","doi":"10.3390/geotechnics4010001","DOIUrl":null,"url":null,"abstract":"In recent years, slope failure caused by heavy rainfall from linear precipitation bands has occurred frequently, causing extensive damage. Predicting slope failure is an important and necessary issue. A method used to predict the time of failure has been proposed, which focuses on the tertiary stage of the creep theory, shown as V = A/(tr − t), where V is the velocity of displacement, A is a constant, and (tr − t) is the time until failure. To verify this method, indoor model experiments and field monitoring were used to observe the behavior of surface displacement. Seven cases of laboratory experiments were conducted by changing the conditions in the model, such as materials, the thickness of the surface layer, and relative density. Then, two cases of field monitoring slope failure were examined using this method. The results show that, in the tertiary stage of creep theory, the relationship between tilt angle velocity and the time until failure can be expressed as an inversely proportional relationship. When the tilt angle velocity has reached the tertiary creep stage, it initially ranges from 0.01°/h to 0.1°/h; when near failure, it was found to be over 0.1°/h, so, combining this with previous research results, this is a reasonable value as a guideline for an early warning threshold.","PeriodicalId":505610,"journal":{"name":"Geotechnics","volume":"656 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-12-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on the Prediction of Slope Failure and Early Warning Thresholds Based on Model Tests\",\"authors\":\"M. Fukuhara, T. Uchimura, Lin Wang, Shangning Tao, Junfeng Tang\",\"doi\":\"10.3390/geotechnics4010001\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In recent years, slope failure caused by heavy rainfall from linear precipitation bands has occurred frequently, causing extensive damage. Predicting slope failure is an important and necessary issue. A method used to predict the time of failure has been proposed, which focuses on the tertiary stage of the creep theory, shown as V = A/(tr − t), where V is the velocity of displacement, A is a constant, and (tr − t) is the time until failure. To verify this method, indoor model experiments and field monitoring were used to observe the behavior of surface displacement. Seven cases of laboratory experiments were conducted by changing the conditions in the model, such as materials, the thickness of the surface layer, and relative density. Then, two cases of field monitoring slope failure were examined using this method. The results show that, in the tertiary stage of creep theory, the relationship between tilt angle velocity and the time until failure can be expressed as an inversely proportional relationship. When the tilt angle velocity has reached the tertiary creep stage, it initially ranges from 0.01°/h to 0.1°/h; when near failure, it was found to be over 0.1°/h, so, combining this with previous research results, this is a reasonable value as a guideline for an early warning threshold.\",\"PeriodicalId\":505610,\"journal\":{\"name\":\"Geotechnics\",\"volume\":\"656 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-12-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geotechnics\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.3390/geotechnics4010001\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geotechnics","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.3390/geotechnics4010001","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

近年来,由线性降水带强降雨引起的边坡崩塌频繁发生,造成了大面积破坏。预测斜坡崩塌是一个重要而必要的问题。有人提出了一种用于预测崩塌时间的方法,该方法主要基于蠕变理论的第三阶段,即 V = A/(tr - t),其中 V 为位移速度,A 为常数,(tr - t) 为崩塌前的时间。为了验证这一方法,采用了室内模型实验和现场监测来观察表面位移的行为。通过改变模型中的材料、表层厚度和相对密度等条件,进行了七次实验室实验。然后,利用这种方法对两个实地监测的斜坡破坏案例进行了研究。结果表明,在蠕变理论的第三阶段,倾斜角速度与坍塌前时间之间的关系可以表示为反比关系。当倾斜角速度达到三级蠕变阶段时,其初始范围为 0.01°/h 至 0.1°/h;当接近破坏时,发现倾斜角速度超过 0.1°/h,因此,结合之前的研究成果,这是一个合理的预警阈值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the Prediction of Slope Failure and Early Warning Thresholds Based on Model Tests
In recent years, slope failure caused by heavy rainfall from linear precipitation bands has occurred frequently, causing extensive damage. Predicting slope failure is an important and necessary issue. A method used to predict the time of failure has been proposed, which focuses on the tertiary stage of the creep theory, shown as V = A/(tr − t), where V is the velocity of displacement, A is a constant, and (tr − t) is the time until failure. To verify this method, indoor model experiments and field monitoring were used to observe the behavior of surface displacement. Seven cases of laboratory experiments were conducted by changing the conditions in the model, such as materials, the thickness of the surface layer, and relative density. Then, two cases of field monitoring slope failure were examined using this method. The results show that, in the tertiary stage of creep theory, the relationship between tilt angle velocity and the time until failure can be expressed as an inversely proportional relationship. When the tilt angle velocity has reached the tertiary creep stage, it initially ranges from 0.01°/h to 0.1°/h; when near failure, it was found to be over 0.1°/h, so, combining this with previous research results, this is a reasonable value as a guideline for an early warning threshold.
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
自引率
0.00%
发文量
0
×
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:604180095
Book学术官方微信