Revealing the mechanisms of water permeability enhancement of urban loess subgrades due to vibration application

IF 4.9 2区 工程技术 Q1 ENGINEERING, CIVIL
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Abstract

Urban loess subgrades are affected by considerable vibrations from traffic, especially when the underground pipelines leak, and seepage under vibrations often causes road damage. However, the influence of vibrations on the water permeability of loess subgrades remains elusive. Here we address this issue by performing vibration-assisted permeability tests and scanning electron microscopy, mercury intrusion porosimetry, and suction–nuclear magnetic resonance measurements. This allowed the evolution of the saturated hydraulic conductivity (Ks), water-air migration, soil microstructure, and pore water forms to be evaluated. The water permeability of the loess subgrade is promoted by vibrations due to the increase in Ks, the acceleration of wet front migration, and the escape of entrapped air. Moreover, the value of Ks under vibration is 3–14 times greater than that without vibration, and the maximum increase occurs at a vibration frequency near the natural frequency of the loess. Furthermore, a theoretical framework of loess vibration permeability is proposed, and the mechanisms by which vibration accelerates the permeability behavior of the loess subgrade are revealed. Vibration promotes the expansion of soil pores, a decrease in the binding capacity of pore water, the mobilization of fine particles, and the formation of local low-permeability layer. Moreover, it accelerates the opening of entrapped air bubbles and the displacement of water-air, the reduction in seepage resistance. Thus, seepage water flows rapidly along infiltration channels. These findings are highly important for the road safety performance and the sustainable development of the traffic environment in loess regions.

Abstract Image

揭示振动应用对城市黄土路基透水性增强的机理
城市黄土路基会受到交通产生的巨大振动影响,特别是当地下管道泄漏时,振动下的渗水往往会造成道路损坏。然而,振动对黄土路基透水性的影响仍然难以捉摸。在此,我们通过振动辅助透水性试验以及扫描电子显微镜、汞侵入孔隙模拟法和吸力核磁共振测量来解决这一问题。这使得饱和水导率(Ks)、水气迁移、土壤微观结构和孔隙水形态的演变得以评估。由于 Ks 的增加、湿锋迁移的加速以及夹带空气的逸出,黄土路基的透水性在振动中得到了提高。此外,振动条件下的 Ks 值是无振动条件下的 3-14 倍,最大增幅出现在接近黄土固有频率的振动频率上。此外,还提出了黄土振动渗透性的理论框架,并揭示了振动加速黄土路基渗透行为的机理。振动促进了土壤孔隙的扩张、孔隙水结合能力的降低、细颗粒的移动以及局部低渗透层的形成。此外,振动还加速了夹带气泡的打开和水气的置换,降低了渗流阻力。因此,渗水会沿着渗透通道快速流动。这些发现对黄土地区的道路安全性能和交通环境的可持续发展具有重要意义。
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来源期刊
Transportation Geotechnics
Transportation Geotechnics Social Sciences-Transportation
CiteScore
8.10
自引率
11.30%
发文量
194
审稿时长
51 days
期刊介绍: Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.
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