Highway constructions on the Qinghai-Tibet Plateau: Challenge, research and practice
Summary: Highway constructions on the Qinghai-Tibet Plateau (QTP) face great challenges induced by the unique local environmental, geological, and engineering conditions. The large area of permafrost, great temperature variability, strong UV rays, and complex geological conditions are the major fact...
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KeAi Communications Co., Ltd.
2022
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ftdoajarticles:oai:doaj.org/article:5783c2b4f00a443fb5b654315c3600f9 2024-09-15T18:29:55+00:00 Highway constructions on the Qinghai-Tibet Plateau: Challenge, research and practice Aimin Sha Biao Ma Hainian Wang Liqun Hu Xuesong Mao Xilan Zhi Huaxin Chen Yu Liu Feng Ma Zhuangzhuang Liu Rui He Wei Si Xuhao Wang Cheng Li 2022-03-01T00:00:00Z https://doi.org/10.1016/j.jreng.2022.02.002 https://doaj.org/article/5783c2b4f00a443fb5b654315c3600f9 EN eng KeAi Communications Co., Ltd. http://www.sciencedirect.com/science/article/pii/S2097049822000051 https://doaj.org/toc/2773-0077 2773-0077 doi:10.1016/j.jreng.2022.02.002 https://doaj.org/article/5783c2b4f00a443fb5b654315c3600f9 Journal of Road Engineering, Vol 2, Iss 1, Pp 1-60 (2022) Qinghai-Tibet Plateau Permafrost subgrade Asphalt pavement Gongyu Expressway Highway engineering. Roads and pavements TE1-450 Engineering (General). Civil engineering (General) TA1-2040 article 2022 ftdoajarticles https://doi.org/10.1016/j.jreng.2022.02.002 2024-08-05T17:49:00Z Summary: Highway constructions on the Qinghai-Tibet Plateau (QTP) face great challenges induced by the unique local environmental, geological, and engineering conditions. The large area of permafrost, great temperature variability, strong UV rays, and complex geological conditions are the major factors that adversely influence the long-term performance of pavement systems. Since 1960s, Chinese engineers and researchers have started conducting research on the QTP to enhance the performance and durability of pavement systems. The present paper provide a comprehensive review of challenge, research and practice of highway constructions on the QTP including the special environmental and geological conditions, history of highway constructions on the QTP, major challenges and the state-of-the-art technology of subgrade constructions on permafrost, developments of the pavement structures and materials, performance prediction and maintenance methods of pavement surfaces, and applications of the research achievements on the first expressway on the QTP (i.e., Gongyu Expressway). Based on the comprehensive literature review, it can be found that (1) frost heave and thaw weakening induced subgrade disease and longitudinal cracks on the pavement surface are complex coupled water-thermal-load problems. Engineering solutions are focusing on active cooling and thermal insulation methods, which can help to reduce temperature variations in the subgrade and thus improving its stability, (2) the harsh environmental and construction conditions may reduce the early strength and induce premature damage of cement-treated base materials. Some field validations showed that geocell-reinforced or asphalt-treated flexible base materials can provide better long-term performance, (3) the large temperature variability and strong UV rays can significantly accelerate aging of asphalt binders and greatly reduce the service life of asphalt mixtures. Various binder modification methods were developed for improving their viscoelasticity and enhance ... Article in Journal/Newspaper permafrost Directory of Open Access Journals: DOAJ Articles Journal of Road Engineering 2 1 1 60 |
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Open Polar |
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Directory of Open Access Journals: DOAJ Articles |
op_collection_id |
ftdoajarticles |
language |
English |
topic |
Qinghai-Tibet Plateau Permafrost subgrade Asphalt pavement Gongyu Expressway Highway engineering. Roads and pavements TE1-450 Engineering (General). Civil engineering (General) TA1-2040 |
spellingShingle |
Qinghai-Tibet Plateau Permafrost subgrade Asphalt pavement Gongyu Expressway Highway engineering. Roads and pavements TE1-450 Engineering (General). Civil engineering (General) TA1-2040 Aimin Sha Biao Ma Hainian Wang Liqun Hu Xuesong Mao Xilan Zhi Huaxin Chen Yu Liu Feng Ma Zhuangzhuang Liu Rui He Wei Si Xuhao Wang Cheng Li Highway constructions on the Qinghai-Tibet Plateau: Challenge, research and practice |
topic_facet |
Qinghai-Tibet Plateau Permafrost subgrade Asphalt pavement Gongyu Expressway Highway engineering. Roads and pavements TE1-450 Engineering (General). Civil engineering (General) TA1-2040 |
description |
Summary: Highway constructions on the Qinghai-Tibet Plateau (QTP) face great challenges induced by the unique local environmental, geological, and engineering conditions. The large area of permafrost, great temperature variability, strong UV rays, and complex geological conditions are the major factors that adversely influence the long-term performance of pavement systems. Since 1960s, Chinese engineers and researchers have started conducting research on the QTP to enhance the performance and durability of pavement systems. The present paper provide a comprehensive review of challenge, research and practice of highway constructions on the QTP including the special environmental and geological conditions, history of highway constructions on the QTP, major challenges and the state-of-the-art technology of subgrade constructions on permafrost, developments of the pavement structures and materials, performance prediction and maintenance methods of pavement surfaces, and applications of the research achievements on the first expressway on the QTP (i.e., Gongyu Expressway). Based on the comprehensive literature review, it can be found that (1) frost heave and thaw weakening induced subgrade disease and longitudinal cracks on the pavement surface are complex coupled water-thermal-load problems. Engineering solutions are focusing on active cooling and thermal insulation methods, which can help to reduce temperature variations in the subgrade and thus improving its stability, (2) the harsh environmental and construction conditions may reduce the early strength and induce premature damage of cement-treated base materials. Some field validations showed that geocell-reinforced or asphalt-treated flexible base materials can provide better long-term performance, (3) the large temperature variability and strong UV rays can significantly accelerate aging of asphalt binders and greatly reduce the service life of asphalt mixtures. Various binder modification methods were developed for improving their viscoelasticity and enhance ... |
format |
Article in Journal/Newspaper |
author |
Aimin Sha Biao Ma Hainian Wang Liqun Hu Xuesong Mao Xilan Zhi Huaxin Chen Yu Liu Feng Ma Zhuangzhuang Liu Rui He Wei Si Xuhao Wang Cheng Li |
author_facet |
Aimin Sha Biao Ma Hainian Wang Liqun Hu Xuesong Mao Xilan Zhi Huaxin Chen Yu Liu Feng Ma Zhuangzhuang Liu Rui He Wei Si Xuhao Wang Cheng Li |
author_sort |
Aimin Sha |
title |
Highway constructions on the Qinghai-Tibet Plateau: Challenge, research and practice |
title_short |
Highway constructions on the Qinghai-Tibet Plateau: Challenge, research and practice |
title_full |
Highway constructions on the Qinghai-Tibet Plateau: Challenge, research and practice |
title_fullStr |
Highway constructions on the Qinghai-Tibet Plateau: Challenge, research and practice |
title_full_unstemmed |
Highway constructions on the Qinghai-Tibet Plateau: Challenge, research and practice |
title_sort |
highway constructions on the qinghai-tibet plateau: challenge, research and practice |
publisher |
KeAi Communications Co., Ltd. |
publishDate |
2022 |
url |
https://doi.org/10.1016/j.jreng.2022.02.002 https://doaj.org/article/5783c2b4f00a443fb5b654315c3600f9 |
genre |
permafrost |
genre_facet |
permafrost |
op_source |
Journal of Road Engineering, Vol 2, Iss 1, Pp 1-60 (2022) |
op_relation |
http://www.sciencedirect.com/science/article/pii/S2097049822000051 https://doaj.org/toc/2773-0077 2773-0077 doi:10.1016/j.jreng.2022.02.002 https://doaj.org/article/5783c2b4f00a443fb5b654315c3600f9 |
op_doi |
https://doi.org/10.1016/j.jreng.2022.02.002 |
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Journal of Road Engineering |
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2 |
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1 |
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60 |
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1810471397590302720 |