Research on the Characteristics of Thermosyphon Embankment Damage and Permafrost Distribution Based on Ground-Penetrating Radar: A Case Study of the Qinghai–Tibet Highway

In order to research the special embankment (thermosyphon embankment) damages and the distribution of permafrost under the Qinghai–Tibet Highway (QTH) embankment. The section K2952–K2953, which is a typical representative of the QTH, was chosen for the detection and research of the permafrost and em...

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Published in:Remote Sensing
Main Authors: Shunshun Qi, Guoyu Li, Dun Chen, Fujun Niu, Zhizhong Sun, Gang Wu, Qingsong Du, Mingtang Chai, Yapeng Cao, Jianwei Yue
Format: Text
Language:English
Published: Multidisciplinary Digital Publishing Institute 2023
Subjects:
Online Access:https://doi.org/10.3390/rs15102651
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author Shunshun Qi
Guoyu Li
Dun Chen
Fujun Niu
Zhizhong Sun
Gang Wu
Qingsong Du
Mingtang Chai
Yapeng Cao
Jianwei Yue
author_facet Shunshun Qi
Guoyu Li
Dun Chen
Fujun Niu
Zhizhong Sun
Gang Wu
Qingsong Du
Mingtang Chai
Yapeng Cao
Jianwei Yue
author_sort Shunshun Qi
collection MDPI Open Access Publishing
container_issue 10
container_start_page 2651
container_title Remote Sensing
container_volume 15
description In order to research the special embankment (thermosyphon embankment) damages and the distribution of permafrost under the Qinghai–Tibet Highway (QTH) embankment. The section K2952–K2953, which is a typical representative of the QTH, was chosen for the detection and research of the permafrost and embankment damages in order to determine the sources of the damages. In this study, the performance characteristics of the embankment, the active layer, and the permafrost table found in ground-penetrating radar (GPR) images were researched, combined with multi-source. According to the research findings, the construction of the embankment in this section has stabilized the effect on the permafrost table. Under the embankment of the unemployed thermosyphon section, the permafrost distribution has good structural integrity and continuity, with the permafrost table at a depth of around 5 m. The continuity of the permafrost distribution under the embankment in the thermosyphon section was poor, and there was localized degradation, with the permafrost table being approximately 6 m deep. The main cause of the irregular settlement and other damage in this section is the presence of a loose area at the base of the embankment. Although the thermosyphon on both sides of the embankment also plays a role in lifting the permafrost table, it is not ideal for managing the damage to high embankments where the type of permafrost under the embankment is high-temperature permafrost with a high ice content and where the sunny–shady slope effect is obvious. The research results described in this article can therefore provide a crucial foundation for the detection of highway damage and permafrost under embankments in permafrost regions in the future.
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permafrost
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permafrost
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op_relation Remote Sensing in Geology, Geomorphology and Hydrology
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op_rights https://creativecommons.org/licenses/by/4.0/
op_source Remote Sensing; Volume 15; Issue 10; Pages: 2651
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spelling ftmdpi:oai:mdpi.com:/2072-4292/15/10/2651/ 2025-01-16T22:21:32+00:00 Research on the Characteristics of Thermosyphon Embankment Damage and Permafrost Distribution Based on Ground-Penetrating Radar: A Case Study of the Qinghai–Tibet Highway Shunshun Qi Guoyu Li Dun Chen Fujun Niu Zhizhong Sun Gang Wu Qingsong Du Mingtang Chai Yapeng Cao Jianwei Yue agris 2023-05-19 application/pdf https://doi.org/10.3390/rs15102651 EN eng Multidisciplinary Digital Publishing Institute Remote Sensing in Geology, Geomorphology and Hydrology https://dx.doi.org/10.3390/rs15102651 https://creativecommons.org/licenses/by/4.0/ Remote Sensing; Volume 15; Issue 10; Pages: 2651 ground-penetrating radar Qinghai–Tibet highway permafrost multi-source data thermosyphon embankment embankment damage Text 2023 ftmdpi https://doi.org/10.3390/rs15102651 2023-08-01T10:08:19Z In order to research the special embankment (thermosyphon embankment) damages and the distribution of permafrost under the Qinghai–Tibet Highway (QTH) embankment. The section K2952–K2953, which is a typical representative of the QTH, was chosen for the detection and research of the permafrost and embankment damages in order to determine the sources of the damages. In this study, the performance characteristics of the embankment, the active layer, and the permafrost table found in ground-penetrating radar (GPR) images were researched, combined with multi-source. According to the research findings, the construction of the embankment in this section has stabilized the effect on the permafrost table. Under the embankment of the unemployed thermosyphon section, the permafrost distribution has good structural integrity and continuity, with the permafrost table at a depth of around 5 m. The continuity of the permafrost distribution under the embankment in the thermosyphon section was poor, and there was localized degradation, with the permafrost table being approximately 6 m deep. The main cause of the irregular settlement and other damage in this section is the presence of a loose area at the base of the embankment. Although the thermosyphon on both sides of the embankment also plays a role in lifting the permafrost table, it is not ideal for managing the damage to high embankments where the type of permafrost under the embankment is high-temperature permafrost with a high ice content and where the sunny–shady slope effect is obvious. The research results described in this article can therefore provide a crucial foundation for the detection of highway damage and permafrost under embankments in permafrost regions in the future. Text Ice permafrost MDPI Open Access Publishing Remote Sensing 15 10 2651
spellingShingle ground-penetrating radar
Qinghai–Tibet highway
permafrost
multi-source data
thermosyphon embankment
embankment damage
Shunshun Qi
Guoyu Li
Dun Chen
Fujun Niu
Zhizhong Sun
Gang Wu
Qingsong Du
Mingtang Chai
Yapeng Cao
Jianwei Yue
Research on the Characteristics of Thermosyphon Embankment Damage and Permafrost Distribution Based on Ground-Penetrating Radar: A Case Study of the Qinghai–Tibet Highway
title Research on the Characteristics of Thermosyphon Embankment Damage and Permafrost Distribution Based on Ground-Penetrating Radar: A Case Study of the Qinghai–Tibet Highway
title_full Research on the Characteristics of Thermosyphon Embankment Damage and Permafrost Distribution Based on Ground-Penetrating Radar: A Case Study of the Qinghai–Tibet Highway
title_fullStr Research on the Characteristics of Thermosyphon Embankment Damage and Permafrost Distribution Based on Ground-Penetrating Radar: A Case Study of the Qinghai–Tibet Highway
title_full_unstemmed Research on the Characteristics of Thermosyphon Embankment Damage and Permafrost Distribution Based on Ground-Penetrating Radar: A Case Study of the Qinghai–Tibet Highway
title_short Research on the Characteristics of Thermosyphon Embankment Damage and Permafrost Distribution Based on Ground-Penetrating Radar: A Case Study of the Qinghai–Tibet Highway
title_sort research on the characteristics of thermosyphon embankment damage and permafrost distribution based on ground-penetrating radar: a case study of the qinghai–tibet highway
topic ground-penetrating radar
Qinghai–Tibet highway
permafrost
multi-source data
thermosyphon embankment
embankment damage
topic_facet ground-penetrating radar
Qinghai–Tibet highway
permafrost
multi-source data
thermosyphon embankment
embankment damage
url https://doi.org/10.3390/rs15102651