Investigation of Seepage Behavior and Settlement Deformation Mechanisms in Loess Embankment Foundation Systems in Eastern Gansu Province
The northwestern region of China is characterized by loess soil and seasonal permafrost. Due to the combined effects of its unique climate and precipitation patterns, local roads frequently suffer from issues such as foundation settlement, erosion, and collapse, which pose significant risks to both...
Published in: | Applied Sciences |
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Main Authors: | , , , |
Format: | Text |
Language: | English |
Published: |
Multidisciplinary Digital Publishing Institute
2025
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Subjects: | |
Online Access: | https://doi.org/10.3390/app15073789 |
_version_ | 1830573293082509312 |
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author | Wei Wang Wei Li Pengxiang Zhang Lulu Liu |
author_facet | Wei Wang Wei Li Pengxiang Zhang Lulu Liu |
author_sort | Wei Wang |
collection | MDPI Open Access Publishing |
container_issue | 7 |
container_start_page | 3789 |
container_title | Applied Sciences |
container_volume | 15 |
description | The northwestern region of China is characterized by loess soil and seasonal permafrost. Due to the combined effects of its unique climate and precipitation patterns, local roads frequently suffer from issues such as foundation settlement, erosion, and collapse, which pose significant risks to both road construction and safe operation. This study examines a typical high subgrade in Northwest China, where a scaled laboratory model experiment was conducted. The research investigates the impact of water infiltration at the slope foot, under the dual influences of extreme cold and precipitation, on changes in the internal moisture field and settlement deformation characteristics of both the foundation and subgrade. The results indicate that the variation in moisture content across the section follows an arc-shaped diffusion pattern. Settlement is influenced by both the amount of infiltrated water and cold air, with a noticeable lag effect. A settlement of 0.1 cm is considered the threshold for significant impact, with the minimum observed lag period approaching 4 days. The settlement is concentrated in the slope region, exhibiting a bending failure pattern. Numerical simulations reveal that the cross-sectional settlement distribution forms an inverted āSā shape, and the cumulative moisture content at each monitoring point exhibits a quadratic relationship with the cumulative settlement. The findings of this study provide scientific guidance and technical references for road construction and safe operation in the seasonal permafrost regions of Northwest China. |
format | Text |
genre | permafrost |
genre_facet | permafrost |
id | ftmdpi:oai:mdpi.com:/2076-3417/15/7/3789/ |
institution | Open Polar |
language | English |
op_collection_id | ftmdpi |
op_coverage | agris |
op_doi | https://doi.org/10.3390/app15073789 |
op_relation | Civil Engineering https://dx.doi.org/10.3390/app15073789 |
op_rights | https://creativecommons.org/licenses/by/4.0/ |
op_source | Applied Sciences Volume 15 Issue 7 Pages: 3789 |
publishDate | 2025 |
publisher | Multidisciplinary Digital Publishing Institute |
record_format | openpolar |
spelling | ftmdpi:oai:mdpi.com:/2076-3417/15/7/3789/ 2025-04-27T14:34:35+00:00 Investigation of Seepage Behavior and Settlement Deformation Mechanisms in Loess Embankment Foundation Systems in Eastern Gansu Province Wei Wang Wei Li Pengxiang Zhang Lulu Liu agris 2025-03-30 application/pdf https://doi.org/10.3390/app15073789 eng eng Multidisciplinary Digital Publishing Institute Civil Engineering https://dx.doi.org/10.3390/app15073789 https://creativecommons.org/licenses/by/4.0/ Applied Sciences Volume 15 Issue 7 Pages: 3789 loess permafrost precipitation subgrade foundation moisture field settlement deformation Text 2025 ftmdpi https://doi.org/10.3390/app15073789 2025-03-31T14:26:03Z The northwestern region of China is characterized by loess soil and seasonal permafrost. Due to the combined effects of its unique climate and precipitation patterns, local roads frequently suffer from issues such as foundation settlement, erosion, and collapse, which pose significant risks to both road construction and safe operation. This study examines a typical high subgrade in Northwest China, where a scaled laboratory model experiment was conducted. The research investigates the impact of water infiltration at the slope foot, under the dual influences of extreme cold and precipitation, on changes in the internal moisture field and settlement deformation characteristics of both the foundation and subgrade. The results indicate that the variation in moisture content across the section follows an arc-shaped diffusion pattern. Settlement is influenced by both the amount of infiltrated water and cold air, with a noticeable lag effect. A settlement of 0.1 cm is considered the threshold for significant impact, with the minimum observed lag period approaching 4 days. The settlement is concentrated in the slope region, exhibiting a bending failure pattern. Numerical simulations reveal that the cross-sectional settlement distribution forms an inverted āSā shape, and the cumulative moisture content at each monitoring point exhibits a quadratic relationship with the cumulative settlement. The findings of this study provide scientific guidance and technical references for road construction and safe operation in the seasonal permafrost regions of Northwest China. Text permafrost MDPI Open Access Publishing Applied Sciences 15 7 3789 |
spellingShingle | loess permafrost precipitation subgrade foundation moisture field settlement deformation Wei Wang Wei Li Pengxiang Zhang Lulu Liu Investigation of Seepage Behavior and Settlement Deformation Mechanisms in Loess Embankment Foundation Systems in Eastern Gansu Province |
title | Investigation of Seepage Behavior and Settlement Deformation Mechanisms in Loess Embankment Foundation Systems in Eastern Gansu Province |
title_full | Investigation of Seepage Behavior and Settlement Deformation Mechanisms in Loess Embankment Foundation Systems in Eastern Gansu Province |
title_fullStr | Investigation of Seepage Behavior and Settlement Deformation Mechanisms in Loess Embankment Foundation Systems in Eastern Gansu Province |
title_full_unstemmed | Investigation of Seepage Behavior and Settlement Deformation Mechanisms in Loess Embankment Foundation Systems in Eastern Gansu Province |
title_short | Investigation of Seepage Behavior and Settlement Deformation Mechanisms in Loess Embankment Foundation Systems in Eastern Gansu Province |
title_sort | investigation of seepage behavior and settlement deformation mechanisms in loess embankment foundation systems in eastern gansu province |
topic | loess permafrost precipitation subgrade foundation moisture field settlement deformation |
topic_facet | loess permafrost precipitation subgrade foundation moisture field settlement deformation |
url | https://doi.org/10.3390/app15073789 |