An improved transfer coefficient method considering the combined effect of reservoir level variation and rainfall and its application in the stability evaluation of multistage sliding ancient landslides
In this paper, by considering the dynamic water pressure and particle migration effect caused by reservoir level variation, the weakening effect of slip zone soil influenced by rainfall infiltration, and the interaction force between multistage sliding bodies, an improved transfer coefficient method...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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IWA Publishing
2024-03-01
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| Series: | Water Supply |
| Subjects: | |
| Online Access: | http://ws.iwaponline.com/content/24/3/901 |
| _version_ | 1797200629595111424 |
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| author | Xiaofeng Gou Mo Xu Xiao Li Anrun Li Hui Deng |
| author_facet | Xiaofeng Gou Mo Xu Xiao Li Anrun Li Hui Deng |
| author_sort | Xiaofeng Gou |
| collection | DOAJ |
| description | In this paper, by considering the dynamic water pressure and particle migration effect caused by reservoir level variation, the weakening effect of slip zone soil influenced by rainfall infiltration, and the interaction force between multistage sliding bodies, an improved transfer coefficient method for multistage sliding ancient landslide is proposed under the combined action of reservoir level variation and rainfall. The results show that (1) the combined action of reservoir level variation and rainfall has a significant influence on the stability of multistage sliding ancient landslides. (2) The sliding force calculated by the improved transfer coefficient method is smaller than the calculation result by the traditional transfer coefficient method, and the residual sliding force is larger. The different sliding body stability coefficient is reduced by about 28.84, 18.13, 19.26, and 21.01%, respectively. (3) The stability results calculated by the traditional transfer coefficient are higher than the improved transfer coefficient method, which may lead to deviation in the multistage sliding ancient landslide stable state judgment. (4) This improved transfer coefficient method can provide a reference for the multistage sliding ancient landslides stability accurate evaluation in hydropower station reservoir area.
HIGHLIGHTS
For the landslide disaster risk management in hydropower station reservoir area, a new method of ancient landslide multistage landslide stability evaluation under the combined influence of water storage and rainfall is proposed.;
This improved transfer coefficient method considers the effect of particle migration caused by dynamic water pressure, the difference of strength parameters in slip zone different parts, and the influence of the interaction force between multistage sliding bodies.; |
| first_indexed | 2024-04-24T07:34:41Z |
| format | Article |
| id | doaj.art-014d9ae6e74f412b98cd99d35b522bb2 |
| institution | Directory Open Access Journal |
| issn | 1606-9749 1607-0798 |
| language | English |
| last_indexed | 2024-04-24T07:34:41Z |
| publishDate | 2024-03-01 |
| publisher | IWA Publishing |
| record_format | Article |
| series | Water Supply |
| spelling | doaj.art-014d9ae6e74f412b98cd99d35b522bb22024-04-20T06:36:34ZengIWA PublishingWater Supply1606-97491607-07982024-03-0124390191710.2166/ws.2024.047047An improved transfer coefficient method considering the combined effect of reservoir level variation and rainfall and its application in the stability evaluation of multistage sliding ancient landslidesXiaofeng Gou0Mo Xu1Xiao Li2Anrun Li3Hui Deng4 State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China Tianfu Yongxing Laboratory, Chengdu 610200, China State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China In this paper, by considering the dynamic water pressure and particle migration effect caused by reservoir level variation, the weakening effect of slip zone soil influenced by rainfall infiltration, and the interaction force between multistage sliding bodies, an improved transfer coefficient method for multistage sliding ancient landslide is proposed under the combined action of reservoir level variation and rainfall. The results show that (1) the combined action of reservoir level variation and rainfall has a significant influence on the stability of multistage sliding ancient landslides. (2) The sliding force calculated by the improved transfer coefficient method is smaller than the calculation result by the traditional transfer coefficient method, and the residual sliding force is larger. The different sliding body stability coefficient is reduced by about 28.84, 18.13, 19.26, and 21.01%, respectively. (3) The stability results calculated by the traditional transfer coefficient are higher than the improved transfer coefficient method, which may lead to deviation in the multistage sliding ancient landslide stable state judgment. (4) This improved transfer coefficient method can provide a reference for the multistage sliding ancient landslides stability accurate evaluation in hydropower station reservoir area. HIGHLIGHTS For the landslide disaster risk management in hydropower station reservoir area, a new method of ancient landslide multistage landslide stability evaluation under the combined influence of water storage and rainfall is proposed.; This improved transfer coefficient method considers the effect of particle migration caused by dynamic water pressure, the difference of strength parameters in slip zone different parts, and the influence of the interaction force between multistage sliding bodies.;http://ws.iwaponline.com/content/24/3/901combined effect of reservoir level variation and rainfallimproved transfer coefficient methodmultistage sliding ancient landslidestability evaluation |
| spellingShingle | Xiaofeng Gou Mo Xu Xiao Li Anrun Li Hui Deng An improved transfer coefficient method considering the combined effect of reservoir level variation and rainfall and its application in the stability evaluation of multistage sliding ancient landslides Water Supply combined effect of reservoir level variation and rainfall improved transfer coefficient method multistage sliding ancient landslide stability evaluation |
| title | An improved transfer coefficient method considering the combined effect of reservoir level variation and rainfall and its application in the stability evaluation of multistage sliding ancient landslides |
| title_full | An improved transfer coefficient method considering the combined effect of reservoir level variation and rainfall and its application in the stability evaluation of multistage sliding ancient landslides |
| title_fullStr | An improved transfer coefficient method considering the combined effect of reservoir level variation and rainfall and its application in the stability evaluation of multistage sliding ancient landslides |
| title_full_unstemmed | An improved transfer coefficient method considering the combined effect of reservoir level variation and rainfall and its application in the stability evaluation of multistage sliding ancient landslides |
| title_short | An improved transfer coefficient method considering the combined effect of reservoir level variation and rainfall and its application in the stability evaluation of multistage sliding ancient landslides |
| title_sort | improved transfer coefficient method considering the combined effect of reservoir level variation and rainfall and its application in the stability evaluation of multistage sliding ancient landslides |
| topic | combined effect of reservoir level variation and rainfall improved transfer coefficient method multistage sliding ancient landslide stability evaluation |
| url | http://ws.iwaponline.com/content/24/3/901 |
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