Unsaturated seepage and stress coupling of reservoir landslides considering the water-induced deterioration effect
Water has an obvious degrading effect on the mechanical parameters of rock and soil.In this paper, triaxial tests of landslide deposits under different water content conditions were carried out, and empirical equations between saturation and mechanical parameters were established. Besides, secondary...
| Main Authors: | , |
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| Format: | Article |
| Language: | zho |
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Editorial Department of Bulletin of Geological Science and Technology
2022-11-01
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| Series: | 地质科技通报 |
| Subjects: | |
| Online Access: | https://dzkjqb.cug.edu.cn/en/article/doi/10.19509/j.cnki.dzkq.2022.0216 |
| _version_ | 1827330014899601408 |
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| author | Zihua Jiang Huanling Wang |
| author_facet | Zihua Jiang Huanling Wang |
| author_sort | Zihua Jiang |
| collection | DOAJ |
| description | Water has an obvious degrading effect on the mechanical parameters of rock and soil.In this paper, triaxial tests of landslide deposits under different water content conditions were carried out, and empirical equations between saturation and mechanical parameters were established. Besides, secondary development on the established empirical equation was also carried out. Based the coupling of saturation and mechanical parameters, the influence of sliding body mechanical parameter changes on the landslide stability can then be considered in the process of real-time changes in reservoir water level.By comparing the simulation results of the Dahua landslide in Lanping County, Yunnan Province during the rise of the reservoir water level with the field monitoring data, the rationality of considering the water-induced deterioration effect of the mechanical parameters of the sliding body was verified.In the end, the engineering application of the deformation evolution law of the Dahua landslide considering water-induced deterioration was carried out. |
| first_indexed | 2024-03-07T15:50:33Z |
| format | Article |
| id | doaj.art-9c357f8f0589418dbb2292229baa2e6d |
| institution | Directory Open Access Journal |
| issn | 2096-8523 |
| language | zho |
| last_indexed | 2024-03-07T15:50:33Z |
| publishDate | 2022-11-01 |
| publisher | Editorial Department of Bulletin of Geological Science and Technology |
| record_format | Article |
| series | 地质科技通报 |
| spelling | doaj.art-9c357f8f0589418dbb2292229baa2e6d2024-03-05T02:57:40ZzhoEditorial Department of Bulletin of Geological Science and Technology地质科技通报2096-85232022-11-0141611312210.19509/j.cnki.dzkq.2022.0216dzkjtb-41-6-113Unsaturated seepage and stress coupling of reservoir landslides considering the water-induced deterioration effectZihua Jiang0Huanling Wang1Geotechnical Research Institute, Hohai University, Nanjing 210098, ChinaGeotechnical Research Institute, Hohai University, Nanjing 210098, ChinaWater has an obvious degrading effect on the mechanical parameters of rock and soil.In this paper, triaxial tests of landslide deposits under different water content conditions were carried out, and empirical equations between saturation and mechanical parameters were established. Besides, secondary development on the established empirical equation was also carried out. Based the coupling of saturation and mechanical parameters, the influence of sliding body mechanical parameter changes on the landslide stability can then be considered in the process of real-time changes in reservoir water level.By comparing the simulation results of the Dahua landslide in Lanping County, Yunnan Province during the rise of the reservoir water level with the field monitoring data, the rationality of considering the water-induced deterioration effect of the mechanical parameters of the sliding body was verified.In the end, the engineering application of the deformation evolution law of the Dahua landslide considering water-induced deterioration was carried out.https://dzkjqb.cug.edu.cn/en/article/doi/10.19509/j.cnki.dzkq.2022.0216water-induced landslidewater-induced deteriorationsaturationsaturated-unsaturated seepagecoupling of seepage and stressdahua landslide |
| spellingShingle | Zihua Jiang Huanling Wang Unsaturated seepage and stress coupling of reservoir landslides considering the water-induced deterioration effect 地质科技通报 water-induced landslide water-induced deterioration saturation saturated-unsaturated seepage coupling of seepage and stress dahua landslide |
| title | Unsaturated seepage and stress coupling of reservoir landslides considering the water-induced deterioration effect |
| title_full | Unsaturated seepage and stress coupling of reservoir landslides considering the water-induced deterioration effect |
| title_fullStr | Unsaturated seepage and stress coupling of reservoir landslides considering the water-induced deterioration effect |
| title_full_unstemmed | Unsaturated seepage and stress coupling of reservoir landslides considering the water-induced deterioration effect |
| title_short | Unsaturated seepage and stress coupling of reservoir landslides considering the water-induced deterioration effect |
| title_sort | unsaturated seepage and stress coupling of reservoir landslides considering the water induced deterioration effect |
| topic | water-induced landslide water-induced deterioration saturation saturated-unsaturated seepage coupling of seepage and stress dahua landslide |
| url | https://dzkjqb.cug.edu.cn/en/article/doi/10.19509/j.cnki.dzkq.2022.0216 |
| work_keys_str_mv | AT zihuajiang unsaturatedseepageandstresscouplingofreservoirlandslidesconsideringthewaterinduceddeteriorationeffect AT huanlingwang unsaturatedseepageandstresscouplingofreservoirlandslidesconsideringthewaterinduceddeteriorationeffect |