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...

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Published in:Applied Sciences
Main Authors: Wei Wang, Wei Li, Pengxiang Zhang, Lulu Liu
Format: Text
Language:English
Published: Multidisciplinary Digital Publishing Institute 2025
Subjects:
Online Access:https://doi.org/10.3390/app15073789
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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 ā€œSā€ 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.
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https://dx.doi.org/10.3390/app15073789
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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 ā€œSā€ 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