Effects of sliding liquefaction on homogeneous loess landslides in western China

Abstract Sliding liquefaction is considered to be the cause of high-speed and long-distance sliding of some homogeneous loess landslides in western China. However, there is still a lack of necessary experimental research and analysis on the effects of sliding liquefaction on these landslides. In thi...

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Main Authors: Yong Hong, Xianzhang Ling, Keqiang He
Format: Article
Language:English
Published: Nature Portfolio 2021-06-01
Series:Scientific Reports
Online Access:https://doi.org/10.1038/s41598-021-91411-z
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author Yong Hong
Xianzhang Ling
Keqiang He
author_facet Yong Hong
Xianzhang Ling
Keqiang He
author_sort Yong Hong
collection DOAJ
description Abstract Sliding liquefaction is considered to be the cause of high-speed and long-distance sliding of some homogeneous loess landslides in western China. However, there is still a lack of necessary experimental research and analysis on the effects of sliding liquefaction on these landslides. In this work, the effects of sliding liquefaction on irrigation-induced, high-speed and long-distance loess landslides on the South Jingyang Tableland area in China are studied by performing large-scale ring shear tests and using the sled mode. The results are as follows. (1) There are two kinds of long-runout sliding modes of loess landslides on the South Jingyang Tableland: sliding along the terrace surface and sliding within the saturated terrace alluvium, which is associated with sliding liquefaction. Both sliding modes can lead to long-runout sliding. (2) There are some differences in the inclination of the sliding surface between the two sliding modes. Based on the inclination of the sliding surface, the corresponding sliding mode can be distinguished. (3) Under the two sliding modes, the large shear mechanical properties of the two-layer soil composed of loess and alluvial sandy silt show significant differences. The friction between the loess and dry terrace alluvium increases with increasing normal stress and shear rate, while the friction between the loess and saturated terrace alluvium presents the opposite trend. The results show that the sliding distances under different sliding modes present opposite trends with the change in sliding speed. (4) Based on the test results from the ring shear tests and the morphological characteristics of the sliding surface, the sliding mode and sliding distance of a loess landslide can be identified and predicted.
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spelling doaj.art-e2f1d62c5b1d42798d7d467c496ab8b62022-12-21T18:32:12ZengNature PortfolioScientific Reports2045-23222021-06-0111111410.1038/s41598-021-91411-zEffects of sliding liquefaction on homogeneous loess landslides in western ChinaYong Hong0Xianzhang Ling1Keqiang He2School of Civil Engineering, Qingdao University of TechnologySchool of Civil Engineering, Qingdao University of TechnologySchool of Civil Engineering, Qingdao University of TechnologyAbstract Sliding liquefaction is considered to be the cause of high-speed and long-distance sliding of some homogeneous loess landslides in western China. However, there is still a lack of necessary experimental research and analysis on the effects of sliding liquefaction on these landslides. In this work, the effects of sliding liquefaction on irrigation-induced, high-speed and long-distance loess landslides on the South Jingyang Tableland area in China are studied by performing large-scale ring shear tests and using the sled mode. The results are as follows. (1) There are two kinds of long-runout sliding modes of loess landslides on the South Jingyang Tableland: sliding along the terrace surface and sliding within the saturated terrace alluvium, which is associated with sliding liquefaction. Both sliding modes can lead to long-runout sliding. (2) There are some differences in the inclination of the sliding surface between the two sliding modes. Based on the inclination of the sliding surface, the corresponding sliding mode can be distinguished. (3) Under the two sliding modes, the large shear mechanical properties of the two-layer soil composed of loess and alluvial sandy silt show significant differences. The friction between the loess and dry terrace alluvium increases with increasing normal stress and shear rate, while the friction between the loess and saturated terrace alluvium presents the opposite trend. The results show that the sliding distances under different sliding modes present opposite trends with the change in sliding speed. (4) Based on the test results from the ring shear tests and the morphological characteristics of the sliding surface, the sliding mode and sliding distance of a loess landslide can be identified and predicted.https://doi.org/10.1038/s41598-021-91411-z
spellingShingle Yong Hong
Xianzhang Ling
Keqiang He
Effects of sliding liquefaction on homogeneous loess landslides in western China
Scientific Reports
title Effects of sliding liquefaction on homogeneous loess landslides in western China
title_full Effects of sliding liquefaction on homogeneous loess landslides in western China
title_fullStr Effects of sliding liquefaction on homogeneous loess landslides in western China
title_full_unstemmed Effects of sliding liquefaction on homogeneous loess landslides in western China
title_short Effects of sliding liquefaction on homogeneous loess landslides in western China
title_sort effects of sliding liquefaction on homogeneous loess landslides in western china
url https://doi.org/10.1038/s41598-021-91411-z
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