IF 8.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yanhui You , Xinbin Wang , Jianglong Dong , Delong Zhang , Zhenyu Zhang , Kun Chen , Lei Guo , Chaowei Wang , Qihao Yu
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引用次数: 0

摘要

现有铁路沿线地温监测系统不足以全面监测多年冻土变化,新建地温监测系统耗时耗力,影响铁路运营和多年冻土稳定。电阻率层析成像(ERT)方法提供了快速、无损的检测。然而,将电极插入碎石路基是一项挑战,会在路基下产生数据缺口,降低反演的可靠性。为了解决这个问题,采用正演和反演模型来评估缺失电极的影响。结果表明,路基电极的完全缺失阻碍了路基下可靠的反演。然而,部分电极插入堤岸斜坡或肩膀允许可靠的深层结果,尽管低数据覆盖在浅层。在铁路沿线36个观察到路基沉降的地点应用了ERT。21个地点的永久冻土保持稳定或略有退化,而15个地点发生了完全融化。其中,10个地点在路堤、坡脚和周围自然区域下表现出完全退化。观察到碎石堤防冷却效果的区域差异。碎石堤防成功地维持了两个地方的永久冻土,那里的自然永久冻土已经完全融化。虽然他们在保护五个地点的永久冻土方面是无效的。在其中的四个地区,自然的永久冻土退化与堤坝下面的完全融化同时发生。值得注意的是,即使在天然永久冻土仍然存在的地方,路堤仍然经历了完全的退化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigation of the permafrost beneath the subgrade of Qinghai-Tibet railway using electrical resistivity tomography
Climate warming and disturbances from the Qinghai-Tibet Railway have caused permafrost beneath the railway subgrade to degrade, resulting in structural problems like embankment settlement. Existing ground temperature monitoring systems along the railway are insufficient to monitor the permafrost changes comprehensively, and constructing new systems is time-consuming, labor-intensive, and disruptive to railway operations and permafrost stability. The electrical resistivity tomography (ERT) method offers rapid, non-destructive detection. However, inserting electrodes into the crushed-rock embankment is challenging, creating data gaps beneath the subgrade and reducing inversion reliability. To address this, forward and inverse modeling was employed to assess the impact of missing electrodes. Results indicate that the complete absence of embankment electrodes prevents reliable inversion beneath the subgrade. However, partial electrode insertion on embankment slopes or shoulders allows reliable deeper-layer results despite low data coverage in shallow levels. ERT was applied at 36 locations along the railway where subgrade settlement was observed. Permafrost remained stable or slightly degraded at 21 sites, while complete thawing occurred at 15 sites. Among these, 10 sites exhibited full degradation beneath the embankment, slope toes, and surrounding natural areas. Regional disparities in the cooling efficacy of crushed-rock embankments were observed. The crushed-rock embankments successfully maintained underlying permafrost at two sites where natural permafrost had thawed completely. While they were ineffective in preserving permafrost at five sites. In four of these, natural permafrost degradation coincided with complete thawing beneath the embankments. Notably, even at a location where natural permafrost remained, the embankment still experienced complete degradation. ERT effectively evaluates permafrost changes and the performance of cooling measures, providing a critical tool for Qinghai-Tibet Railway maintenance.
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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