Highway foundation treatment techniques in permafrost regions of the Qinghai-Tibet Plateau: Current practices and future trends

In the context of global warming, existing highways in the permafrost regions of the Qinghai-Tibet Plateau are facing multiple challenges, including surface settlement, roadside water accumulation, groundwater saturation, thickening of melting interlayers, and continuous permafrost degradation. These issues pose serious obstacles to the remediation and rehabilitation of existing highway subgrades in the region. This paper reviews the evolution of foundation design methods in permafrost regions abroad and traces the development of highway subgrade design approaches specific to permafrost areas in China. Based on the latest field investigation data, the causes of subgrade settlement along existing highways in the Qinghai-Tibet Plateau are analyzed, and areas for improvement within the current design system are identified. The study proposes the advancement of a third design principle-“proactively improving foundation conditions”, to complement the existing principles of “protecting permafrost” and “allowing permafrost thawing”. It introduces the concept of “treating permafrost foundations” and presents a collaborative design methodology for the pavement-subgrade-foundation system in permafrost regions. This integrated approach enables a more nuanced analysis of how climate-induced changes in foundation characteristics influence subgrade deformation and structural stability. Furthermore, this paper categorizes and discusses the types, characteristics, engineering applications, and performance of existing subgrade treatment techniques, including shallow foundation (0-3 m) and deep foundation (>3 m) treatments. It highlights urgent technical challenges that need to be addressed, such as conducting more refined hydrological and geological investigations, improving the engineering geological evaluation index system, establishing long-term performance assessment methods for permafrost treatment techniques, and developing new treatment materials and equipment for treatment. This research aims to provide scientific support for the effective management and rehabilitation of highway subgrade subsidence in the permafrost regions of the Qinghai-Tibet Plateau.

Authors

Publication Details

Journal
Journal of Highway and Transportation Research and Development (English Edition)
Published
2025-09-01
DOI
https://doi.org/10.26599/htrd.2025.9480065
Citations
1
Primary Topic
Climate change and permafrost
Type
article
Field-Weighted Citation Impact
1.30
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article

Highway foundation treatment techniques in permafrost regions of the Qinghai-Tibet Plateau: Current practices and future trends

Bo Tian
1 citations
Journal of Highway and Transportation Research and Development (English Edition)
Climate change and permafrost
1.30
article

Highway foundation treatment techniques in permafrost regions of the Qinghai-Tibet Plateau: Current practices and future trends

Bo Tian
article en
1 citations

Abstract

In the context of global warming, existing highways in the permafrost regions of the Qinghai-Tibet Plateau are facing multiple challenges, including surface settlement, roadside water accumulation, groundwater saturation, thickening of melting interlayers, and continuous permafrost degradation. These issues pose serious obstacles to the remediation and rehabilitation of existing highway subgrades in the region. This paper reviews the evolution of foundation design methods in permafrost regions abroad and traces the development of highway subgrade design approaches specific to permafrost areas in China. Based on the latest field investigation data, the causes of subgrade settlement along existing highways in the Qinghai-Tibet Plateau are analyzed, and areas for improvement within the current design system are identified. The study proposes the advancement of a third design principle-“proactively improving foundation conditions”, to complement the existing principles of “protecting permafrost” and “allowing permafrost thawing”. It introduces the concept of “treating permafrost foundations” and presents a collaborative design methodology for the pavement-subgrade-foundation system in permafrost regions. This integrated approach enables a more nuanced analysis of how climate-induced changes in foundation characteristics influence subgrade deformation and structural stability. Furthermore, this paper categorizes and discusses the types, characteristics, engineering applications, and performance of existing subgrade treatment techniques, including shallow foundation (0-3 m) and deep foundation (>3 m) treatments. It highlights urgent technical challenges that need to be addressed, such as conducting more refined hydrological and geological investigations, improving the engineering geological evaluation index system, establishing long-term performance assessment methods for permafrost treatment techniques, and developing new treatment materials and equipment for treatment. This research aims to provide scientific support for the effective management and rehabilitation of highway subgrade subsidence in the permafrost regions of the Qinghai-Tibet Plateau.

Journal of Highway and Transportation Research and Development (English Edition)Vol. 19(3)
Openalex Percentile: Top 18%
Climate change and permafrost
1.30
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