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Dynamic pro-infiltration triggers collapse sinkholes in urban loess roads: Insights from physical and numerical modeling

  • 01-01-2026
  • Original Paper
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Abstract

This article delves into the complex interplay between dynamic pro-infiltration and the formation of collapse sinkholes in urban loess roads. Through a combination of geological investigations, physical model tests, and numerical simulations, the study reveals how vehicle dynamic loads and pipeline leakage contribute to these geological hazards. The research highlights the three-stage process of sinkhole formation, from initial damage accumulation to final collapse, and emphasizes the critical role of soil mechanical property deterioration under infiltration. Additionally, the article explores preventive measures, such as controlling subgrade fill compactness, enhancing pipeline monitoring, and adopting utility tunnel concepts. The findings offer valuable insights for professionals aiming to mitigate the risk of collapse sinkholes in urban areas, making it a crucial read for those involved in urban infrastructure and geotechnical engineering.

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Title
Dynamic pro-infiltration triggers collapse sinkholes in urban loess roads: Insights from physical and numerical modeling
Authors
Kuan Liu
Wanjun Ye
Xueyang Sun
Faning Dang
Mingming He
Xu Duan
Li Wang
Jingjing Nan
Jingyun Gui
Xusheng Yan
Publication date
01-01-2026
Publisher
Springer Berlin Heidelberg
Published in
Bulletin of Engineering Geology and the Environment / Issue 1/2026
Print ISSN: 1435-9529
Electronic ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-025-04672-7
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