The Promotion Mechanism of Frozen Stagnant Water on the Sliding in the Loess Landslide Zone of Heifangtai

Freeze-thaw cycles can significantly change the hydrologic and thermal state of slopes in cold regions and affect their stability. Landslides occur continuously in the slip area of seasonally frozen soil area during the freezing period. The freeze-thaw action and the difference in the characteristic...

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Main Authors: Mingli Zhang, Guang Li, Dekai Wang, Weilin Ye, Zhixiong Zhou, Zhao Ma, Kai Xia
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2021/9749011
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author Mingli Zhang
Guang Li
Dekai Wang
Weilin Ye
Zhixiong Zhou
Zhao Ma
Kai Xia
author_facet Mingli Zhang
Guang Li
Dekai Wang
Weilin Ye
Zhixiong Zhou
Zhao Ma
Kai Xia
author_sort Mingli Zhang
collection DOAJ
description Freeze-thaw cycles can significantly change the hydrologic and thermal state of slopes in cold regions and affect their stability. Landslides occur continuously in the slip area of seasonally frozen soil area during the freezing period. The freeze-thaw action and the difference in the characteristics of the underlying surface of the slope are important factors inducing landslides. Taking Heifangtai slope in Gansu Province as an example, the freezing-thawing characteristics of the slope surfaces under different underlying surface conditions were analyzed by field monitoring. A thermohydromechanical coupling model was established to reconstruct the frozen stagnant water process of the Heifangtai landslide zone, and the impact of freeze-thaw action on the loess landslide zone was studied. The results show that differences in the underlying surface led to different freezing-thawing characteristics between the unsaturated area and the groundwater overflow zone. During the freezing period, the soil freezing depth was greater, and the freezing duration was longer in the unsaturated area. The frozen stagnant water effect of the Heifangtai loess landslide zone is obvious. The maximum difference in the groundwater level between February and August could reach nearly 1 m. Meanwhile, the frozen stagnant water process of the Heifangtai landslide zone has a slip-promoting action on the slope. The factor of safety declined during the freezing period and increased during the thawing period. It reached a minimum of 1.42 in February.
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institution Kabale University
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language English
publishDate 2021-01-01
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series Geofluids
spelling doaj-art-1bf3a02db04744d58258571cf3ec62f02025-02-03T01:24:42ZengWileyGeofluids1468-81151468-81232021-01-01202110.1155/2021/97490119749011The Promotion Mechanism of Frozen Stagnant Water on the Sliding in the Loess Landslide Zone of HeifangtaiMingli Zhang0Guang Li1Dekai Wang2Weilin Ye3Zhixiong Zhou4Zhao Ma5Kai Xia6College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaGeological Hazards Prevention Institute, Gansu Academy of Sciences, Lanzhou 730000, ChinaGeological Hazards Prevention Institute, Gansu Academy of Sciences, Lanzhou 730000, ChinaCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaFreeze-thaw cycles can significantly change the hydrologic and thermal state of slopes in cold regions and affect their stability. Landslides occur continuously in the slip area of seasonally frozen soil area during the freezing period. The freeze-thaw action and the difference in the characteristics of the underlying surface of the slope are important factors inducing landslides. Taking Heifangtai slope in Gansu Province as an example, the freezing-thawing characteristics of the slope surfaces under different underlying surface conditions were analyzed by field monitoring. A thermohydromechanical coupling model was established to reconstruct the frozen stagnant water process of the Heifangtai landslide zone, and the impact of freeze-thaw action on the loess landslide zone was studied. The results show that differences in the underlying surface led to different freezing-thawing characteristics between the unsaturated area and the groundwater overflow zone. During the freezing period, the soil freezing depth was greater, and the freezing duration was longer in the unsaturated area. The frozen stagnant water effect of the Heifangtai loess landslide zone is obvious. The maximum difference in the groundwater level between February and August could reach nearly 1 m. Meanwhile, the frozen stagnant water process of the Heifangtai landslide zone has a slip-promoting action on the slope. The factor of safety declined during the freezing period and increased during the thawing period. It reached a minimum of 1.42 in February.http://dx.doi.org/10.1155/2021/9749011
spellingShingle Mingli Zhang
Guang Li
Dekai Wang
Weilin Ye
Zhixiong Zhou
Zhao Ma
Kai Xia
The Promotion Mechanism of Frozen Stagnant Water on the Sliding in the Loess Landslide Zone of Heifangtai
Geofluids
title The Promotion Mechanism of Frozen Stagnant Water on the Sliding in the Loess Landslide Zone of Heifangtai
title_full The Promotion Mechanism of Frozen Stagnant Water on the Sliding in the Loess Landslide Zone of Heifangtai
title_fullStr The Promotion Mechanism of Frozen Stagnant Water on the Sliding in the Loess Landslide Zone of Heifangtai
title_full_unstemmed The Promotion Mechanism of Frozen Stagnant Water on the Sliding in the Loess Landslide Zone of Heifangtai
title_short The Promotion Mechanism of Frozen Stagnant Water on the Sliding in the Loess Landslide Zone of Heifangtai
title_sort promotion mechanism of frozen stagnant water on the sliding in the loess landslide zone of heifangtai
url http://dx.doi.org/10.1155/2021/9749011
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