Jiayong Niu, Jianjing Zhang, Shijie Yan, Xueliang Jiang, Feifei Wang
{"title":"有植被保护的浅覆盖层斜坡的地震稳定性分析","authors":"Jiayong Niu, Jianjing Zhang, Shijie Yan, Xueliang Jiang, Feifei Wang","doi":"10.1007/s12665-024-11782-0","DOIUrl":null,"url":null,"abstract":"<div><p>Vegetation is an effective and environmental-friendly approach to improve slope stability. However, due to the lack of reasonable calculation methods for vegetated slopes, the analysis theory of ecological slope protection lags behind the engineering application. Based on the shallow translational failure model considering the boundary effects, the dimensionless seismic stability number of shallow overburden slopes with or without vegetation protection was deduced by using the upper limit method of limit analysis. A series of stability charts for slopes with or without vegetation protection under seismic excitations with different amplitudes were provided. The results show that the underestimation degree of the safety factor calculated from the infinite slope model increases gradually with the increase of the thickness ratio of the shallow overburden. Compared with the slope without vegetation protection, the seismic stability number of the slope with vegetation protection is nonlinear. The proposed stability charts show good performance for rapidly obtaining the safety factor with calculation errors of less than 9%, which is useful in assessing the safety of the shallow overburden slopes with vegetation protection in the preliminary design.</p></div>","PeriodicalId":542,"journal":{"name":"Environmental Earth Sciences","volume":null,"pages":null},"PeriodicalIF":2.8000,"publicationDate":"2024-08-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Seismic stability analysis of shallow overburden slopes with vegetation protection\",\"authors\":\"Jiayong Niu, Jianjing Zhang, Shijie Yan, Xueliang Jiang, Feifei Wang\",\"doi\":\"10.1007/s12665-024-11782-0\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Vegetation is an effective and environmental-friendly approach to improve slope stability. However, due to the lack of reasonable calculation methods for vegetated slopes, the analysis theory of ecological slope protection lags behind the engineering application. Based on the shallow translational failure model considering the boundary effects, the dimensionless seismic stability number of shallow overburden slopes with or without vegetation protection was deduced by using the upper limit method of limit analysis. A series of stability charts for slopes with or without vegetation protection under seismic excitations with different amplitudes were provided. The results show that the underestimation degree of the safety factor calculated from the infinite slope model increases gradually with the increase of the thickness ratio of the shallow overburden. Compared with the slope without vegetation protection, the seismic stability number of the slope with vegetation protection is nonlinear. The proposed stability charts show good performance for rapidly obtaining the safety factor with calculation errors of less than 9%, which is useful in assessing the safety of the shallow overburden slopes with vegetation protection in the preliminary design.</p></div>\",\"PeriodicalId\":542,\"journal\":{\"name\":\"Environmental Earth Sciences\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":2.8000,\"publicationDate\":\"2024-08-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Environmental Earth Sciences\",\"FirstCategoryId\":\"93\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s12665-024-11782-0\",\"RegionNum\":4,\"RegionCategory\":\"环境科学与生态学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENVIRONMENTAL SCIENCES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Environmental Earth Sciences","FirstCategoryId":"93","ListUrlMain":"https://link.springer.com/article/10.1007/s12665-024-11782-0","RegionNum":4,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENVIRONMENTAL SCIENCES","Score":null,"Total":0}
Seismic stability analysis of shallow overburden slopes with vegetation protection
Vegetation is an effective and environmental-friendly approach to improve slope stability. However, due to the lack of reasonable calculation methods for vegetated slopes, the analysis theory of ecological slope protection lags behind the engineering application. Based on the shallow translational failure model considering the boundary effects, the dimensionless seismic stability number of shallow overburden slopes with or without vegetation protection was deduced by using the upper limit method of limit analysis. A series of stability charts for slopes with or without vegetation protection under seismic excitations with different amplitudes were provided. The results show that the underestimation degree of the safety factor calculated from the infinite slope model increases gradually with the increase of the thickness ratio of the shallow overburden. Compared with the slope without vegetation protection, the seismic stability number of the slope with vegetation protection is nonlinear. The proposed stability charts show good performance for rapidly obtaining the safety factor with calculation errors of less than 9%, which is useful in assessing the safety of the shallow overburden slopes with vegetation protection in the preliminary design.
期刊介绍：
Environmental Earth Sciences is an international multidisciplinary journal concerned with all aspects of interaction between humans, natural resources, ecosystems, special climates or unique geographic zones, and the earth:
Water and soil contamination caused by waste management and disposal practices
Environmental problems associated with transportation by land, air, or water
Geological processes that may impact biosystems or humans
Man-made or naturally occurring geological or hydrological hazards
Environmental problems associated with the recovery of materials from the earth
Environmental problems caused by extraction of minerals, coal, and ores, as well as oil and gas, water and alternative energy sources
Environmental impacts of exploration and recultivation – Environmental impacts of hazardous materials
Management of environmental data and information in data banks and information systems
Dissemination of knowledge on techniques, methods, approaches and experiences to improve and remediate the environment
In pursuit of these topics, the geoscientific disciplines are invited to contribute their knowledge and experience. Major disciplines include: hydrogeology, hydrochemistry, geochemistry, geophysics, engineering geology, remediation science, natural resources management, environmental climatology and biota, environmental geography, soil science and geomicrobiology.
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