Slope Instability Analysis in Permafrost Regions by Shear Strength Parameters and Numerical Simulation

With the onset of global warming, the environment has profoundly changed. The melting of ice and slope instability were widely observed in the permafrost regions of the Qinghai–Tibet Plateau, which has destroyed infrastructure and threatened people’s safety. For this study, we conducted a direct she...

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Published in:Sustainability
Main Authors: Bao Zhou, Yingli Zhang, Sailajia Wei, Zhongfu Wang, Wenfeng Zhu, Zhijia Xue
Format: Article in Journal/Newspaper
Language:English
Published: MDPI AG 2022
Subjects:
Ice
Online Access:https://doi.org/10.3390/su14159401
https://doaj.org/article/bf9f5773e48c4e359225f508aa8ee74e
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spelling ftdoajarticles:oai:doaj.org/article:bf9f5773e48c4e359225f508aa8ee74e 2023-05-15T16:37:01+02:00 Slope Instability Analysis in Permafrost Regions by Shear Strength Parameters and Numerical Simulation Bao Zhou Yingli Zhang Sailajia Wei Zhongfu Wang Wenfeng Zhu Zhijia Xue 2022-08-01T00:00:00Z https://doi.org/10.3390/su14159401 https://doaj.org/article/bf9f5773e48c4e359225f508aa8ee74e EN eng MDPI AG https://www.mdpi.com/2071-1050/14/15/9401 https://doaj.org/toc/2071-1050 doi:10.3390/su14159401 2071-1050 https://doaj.org/article/bf9f5773e48c4e359225f508aa8ee74e Sustainability, Vol 14, Iss 9401, p 9401 (2022) slope instability permafrost region shear strength parameter numerical simulation Environmental effects of industries and plants TD194-195 Renewable energy sources TJ807-830 Environmental sciences GE1-350 article 2022 ftdoajarticles https://doi.org/10.3390/su14159401 2022-12-31T00:54:49Z With the onset of global warming, the environment has profoundly changed. The melting of ice and slope instability were widely observed in the permafrost regions of the Qinghai–Tibet Plateau, which has destroyed infrastructure and threatened people’s safety. For this study, we conducted a direct shear test, monitored field temperature, and performed a numerical simulation to explore the mechanism of slope instability in the permafrost regions of the Qinghai. The results show that the shear strength of the permafrost soil decreased with the increases in water content and thawing condition. Moreover, the thawing depth of the slopes increased with the rising temperature. From the temperature monitoring data and field observations, cracks and slope instability phenomena were observed in the Qinghai and occurred with the thawing of the permafrost soil. The safety of slopes in the permafrost regions decreased with increases in the temperature, slope gradient, and pore water pressure and with decreases in the shear strength parameters. In addition, the sliding interface had a direct correlation with the freeze–thaw interface, which is a migrated interface of water in liquid form. Therefore, the thawing of the permafrost soil causes the shear strength to decrease and pore water pressure to increase, which leads to slope instability in the permafrost regions of the Qinghai. Article in Journal/Newspaper Ice permafrost Directory of Open Access Journals: DOAJ Articles Sustainability 14 15 9401
institution Open Polar
collection Directory of Open Access Journals: DOAJ Articles
op_collection_id ftdoajarticles
language English
topic slope instability
permafrost region
shear strength parameter
numerical simulation
Environmental effects of industries and plants
TD194-195
Renewable energy sources
TJ807-830
Environmental sciences
GE1-350
spellingShingle slope instability
permafrost region
shear strength parameter
numerical simulation
Environmental effects of industries and plants
TD194-195
Renewable energy sources
TJ807-830
Environmental sciences
GE1-350
Bao Zhou
Yingli Zhang
Sailajia Wei
Zhongfu Wang
Wenfeng Zhu
Zhijia Xue
Slope Instability Analysis in Permafrost Regions by Shear Strength Parameters and Numerical Simulation
topic_facet slope instability
permafrost region
shear strength parameter
numerical simulation
Environmental effects of industries and plants
TD194-195
Renewable energy sources
TJ807-830
Environmental sciences
GE1-350
description With the onset of global warming, the environment has profoundly changed. The melting of ice and slope instability were widely observed in the permafrost regions of the Qinghai–Tibet Plateau, which has destroyed infrastructure and threatened people’s safety. For this study, we conducted a direct shear test, monitored field temperature, and performed a numerical simulation to explore the mechanism of slope instability in the permafrost regions of the Qinghai. The results show that the shear strength of the permafrost soil decreased with the increases in water content and thawing condition. Moreover, the thawing depth of the slopes increased with the rising temperature. From the temperature monitoring data and field observations, cracks and slope instability phenomena were observed in the Qinghai and occurred with the thawing of the permafrost soil. The safety of slopes in the permafrost regions decreased with increases in the temperature, slope gradient, and pore water pressure and with decreases in the shear strength parameters. In addition, the sliding interface had a direct correlation with the freeze–thaw interface, which is a migrated interface of water in liquid form. Therefore, the thawing of the permafrost soil causes the shear strength to decrease and pore water pressure to increase, which leads to slope instability in the permafrost regions of the Qinghai.
format Article in Journal/Newspaper
author Bao Zhou
Yingli Zhang
Sailajia Wei
Zhongfu Wang
Wenfeng Zhu
Zhijia Xue
author_facet Bao Zhou
Yingli Zhang
Sailajia Wei
Zhongfu Wang
Wenfeng Zhu
Zhijia Xue
author_sort Bao Zhou
title Slope Instability Analysis in Permafrost Regions by Shear Strength Parameters and Numerical Simulation
title_short Slope Instability Analysis in Permafrost Regions by Shear Strength Parameters and Numerical Simulation
title_full Slope Instability Analysis in Permafrost Regions by Shear Strength Parameters and Numerical Simulation
title_fullStr Slope Instability Analysis in Permafrost Regions by Shear Strength Parameters and Numerical Simulation
title_full_unstemmed Slope Instability Analysis in Permafrost Regions by Shear Strength Parameters and Numerical Simulation
title_sort slope instability analysis in permafrost regions by shear strength parameters and numerical simulation
publisher MDPI AG
publishDate 2022
url https://doi.org/10.3390/su14159401
https://doaj.org/article/bf9f5773e48c4e359225f508aa8ee74e
genre Ice
permafrost
genre_facet Ice
permafrost
op_source Sustainability, Vol 14, Iss 9401, p 9401 (2022)
op_relation https://www.mdpi.com/2071-1050/14/15/9401
https://doaj.org/toc/2071-1050
doi:10.3390/su14159401
2071-1050
https://doaj.org/article/bf9f5773e48c4e359225f508aa8ee74e
op_doi https://doi.org/10.3390/su14159401
container_title Sustainability
container_volume 14
container_issue 15
container_start_page 9401
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