Shear strength attenuation law and mechanism of gravel-soil under immersion

After a reservoir is filled with water, the gravel-soil of a slope is immersed, and the mechanical properties are changed, which affects the stability of the slope. To investigate the influence of immersion on the mechanical properties of gravel-soil, the gravel-soil at the back edge of the slope th...

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發表在:地质科技通报
Main Authors: Jian Wang, Chunye Ying, Xinli Hu, Jinhong Xu, Hao Zong, Jin Liang, Lanxin Li
格式: Article
語言:中文
出版: Editorial Department of Bulletin of Geological Science and Technology 2022-11-01
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在線閱讀:https://dzkjqb.cug.edu.cn/en/article/doi/10.19509/j.cnki.dzkq.2022.0139
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author Jian Wang
Chunye Ying
Xinli Hu
Jinhong Xu
Hao Zong
Jin Liang
Lanxin Li
author_facet Jian Wang
Chunye Ying
Xinli Hu
Jinhong Xu
Hao Zong
Jin Liang
Lanxin Li
author_sort Jian Wang
collection DOAJ
container_title 地质科技通报
description After a reservoir is filled with water, the gravel-soil of a slope is immersed, and the mechanical properties are changed, which affects the stability of the slope. To investigate the influence of immersion on the mechanical properties of gravel-soil, the gravel-soil at the back edge of the slope that has not been immersed was used and large-scale direct shear tests were performed to obtain the shear mechanical properties of gravel-soil after different immersion days. The test results show that after 40 days of immersion, the cohesion of gravel-soil decreases by 39% and the internal friction angle decreases by 8.3%; the cohesion of gravel-soil decreases significantly in the initial stage of immersion and the decay rate decreases with the increasing number of days of immersion.After 20 days of immersion, the cohesion does not decrease significantly with the increase of immersion days. To reveal the reason and mechanisms of shear reduction in gravel-soil, triaxial shear tests, laser particle size analysis and leachate cation analysis were performed on silty clay (fine-grained component of gravel-soil). The results indicate that the shear strength of gravel-soil is attenuated by mineral dissolution, ion exchange and adsorption of the silty clay in gravel-soil. The large particles in the soil are refined, and the cementation is reduced, which reduces the overall shear strength of the gravel-soil. This study has certain significance for the evaluation and management of gravel soil landslides in reservoir areas.
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spelling doaj-art-e17eb03035ce4ffb8d1ba7e49cf9439e2025-08-19T22:48:00ZzhoEditorial Department of Bulletin of Geological Science and Technology地质科技通报2096-85232022-11-0141629430010.19509/j.cnki.dzkq.2022.0139dzkjtb-41-6-294Shear strength attenuation law and mechanism of gravel-soil under immersionJian Wang0Chunye Ying1Xinli Hu2Jinhong Xu3Hao Zong4Jin Liang5Lanxin Li6Faculty of Engineering, China University of Geosciences(Wuhan), Wuhan 430074, ChinaFaculty of Engineering, China University of Geosciences(Wuhan), Wuhan 430074, ChinaFaculty of Engineering, China University of Geosciences(Wuhan), Wuhan 430074, ChinaHubei Center of Geological Disaster Control, Wuhan 430034, ChinaFaculty of Engineering, China University of Geosciences(Wuhan), Wuhan 430074, ChinaFaculty of Engineering, China University of Geosciences(Wuhan), Wuhan 430074, ChinaFaculty of Engineering, China University of Geosciences(Wuhan), Wuhan 430074, ChinaAfter a reservoir is filled with water, the gravel-soil of a slope is immersed, and the mechanical properties are changed, which affects the stability of the slope. To investigate the influence of immersion on the mechanical properties of gravel-soil, the gravel-soil at the back edge of the slope that has not been immersed was used and large-scale direct shear tests were performed to obtain the shear mechanical properties of gravel-soil after different immersion days. The test results show that after 40 days of immersion, the cohesion of gravel-soil decreases by 39% and the internal friction angle decreases by 8.3%; the cohesion of gravel-soil decreases significantly in the initial stage of immersion and the decay rate decreases with the increasing number of days of immersion.After 20 days of immersion, the cohesion does not decrease significantly with the increase of immersion days. To reveal the reason and mechanisms of shear reduction in gravel-soil, triaxial shear tests, laser particle size analysis and leachate cation analysis were performed on silty clay (fine-grained component of gravel-soil). The results indicate that the shear strength of gravel-soil is attenuated by mineral dissolution, ion exchange and adsorption of the silty clay in gravel-soil. The large particles in the soil are refined, and the cementation is reduced, which reduces the overall shear strength of the gravel-soil. This study has certain significance for the evaluation and management of gravel soil landslides in reservoir areas.https://dzkjqb.cug.edu.cn/en/article/doi/10.19509/j.cnki.dzkq.2022.0139gravel-soilimmersionlarge-scale direct shear testtriaxial compression testshear strengthshear strength attenuationattenuation mechanism
spellingShingle Jian Wang
Chunye Ying
Xinli Hu
Jinhong Xu
Hao Zong
Jin Liang
Lanxin Li
Shear strength attenuation law and mechanism of gravel-soil under immersion
gravel-soil
immersion
large-scale direct shear test
triaxial compression test
shear strength
shear strength attenuation
attenuation mechanism
title Shear strength attenuation law and mechanism of gravel-soil under immersion
title_full Shear strength attenuation law and mechanism of gravel-soil under immersion
title_fullStr Shear strength attenuation law and mechanism of gravel-soil under immersion
title_full_unstemmed Shear strength attenuation law and mechanism of gravel-soil under immersion
title_short Shear strength attenuation law and mechanism of gravel-soil under immersion
title_sort shear strength attenuation law and mechanism of gravel soil under immersion
topic gravel-soil
immersion
large-scale direct shear test
triaxial compression test
shear strength
shear strength attenuation
attenuation mechanism
url https://dzkjqb.cug.edu.cn/en/article/doi/10.19509/j.cnki.dzkq.2022.0139
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AT xinlihu shearstrengthattenuationlawandmechanismofgravelsoilunderimmersion
AT jinhongxu shearstrengthattenuationlawandmechanismofgravelsoilunderimmersion
AT haozong shearstrengthattenuationlawandmechanismofgravelsoilunderimmersion
AT jinliang shearstrengthattenuationlawandmechanismofgravelsoilunderimmersion
AT lanxinli shearstrengthattenuationlawandmechanismofgravelsoilunderimmersion