Show simple item record

dc.contributor.authorZhen Li
dc.contributor.authorShuangjie Wang
dc.contributor.authorKun Yuan
dc.contributor.authorLiguo Zhao
dc.contributor.authorBo Hu
dc.date.accessioned2024-12-24T10:24:21Z
dc.date.available2024-12-24T10:24:21Z
dc.date.copyright9/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJCRGEI.CRENG-772.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298857
dc.description.abstractHerein, long-term field subgrade monitoring was conducted along the Qinghai–Tibet Highway (QTH) on the Qinghai–Tibet Plateau (QTP) to investigate the sustainable service performance of permafrost highway subgrade and quantitatively evaluate the hazards associated with subgrade differential settlement in permafrost regions at a local scale. In addition, five 60-m-long and 7-m-wide permafrost-subgrade test sites were built, and a parameter defined as the subgrade distress index (SDI) was introduced to develop a data-based quantitative model for assessing hazards associated with subgrade differential settlement. The 10-year monitoring results revealed highly random differential settlement values and locations at the field sites. Differential settlement hazard maps generated using geostatistics based on the monitoring results were beneficial for qualitative analysis of hazard locations and evolution. The hazard assessment results proved that damaged areas can be accurately identified through quantitative model implementation and that the third or fifth year may be a definitive time window for distress maintenance. A three-level early warning strategy for hazards associated with subgrade differential settlement in permafrost regions was suggested: Mild grade I (SDI = 0–0.1), Moderate grade II (SDI = 0.1–0.6), and Severe grade III (SDI = 0.6–1). Long-term monitoring and model assessment are expected to enhance decision-making for highway maintenance management in the permafrost regions.
dc.publisherAmerican Society of Civil Engineers
dc.titleLong-Term Field Subgrade Monitoring and Quantitative Hazard Assessment along the Qinghai–Tibet Highway in the Permafrost Region
dc.typeJournal Article
dc.journal.volume38
dc.journal.issue3
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/JCRGEI.CRENG-772
dc.journal.fristpage04024022-1
dc.journal.lastpage04024022-13
dc.page13
dc.treeJournal of Cold Regions Engineering:;2024:;Volume ( 038 ):;issue: 003
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record