Disintegration characteristics of undisturbed loess in response to train vibration frequency

IF 2.7 3区 地球科学 Q2 GEOGRAPHY, PHYSICAL Earth Surface Processes and Landforms Pub Date : 2025-01-21 DOI:10.1002/esp.6070
Shan Li, Jiading Wang, Dengfei Zhang, Li Wang, Lirong Qi, Tao Xiao, Kai Han, Qinghua Wang
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Abstract

Disintegration fragments the loess body, causing erosion and the emergence of significant geohazards. The impact of vibrations on soil disintegration has been slightly documented; however, the contribution and mechanism of train vibration frequency in the disintegration of undisturbed loess remain unclear. In this study, train vibrations were monitored in situ, and the resulting vibrational parameters were used in loess disintegration tests using a customised vibration-disintegration apparatus. The changes in the meso-parameters of the disintegrated loess and aqueous solutions were quantified, and the microstructural differences in the residual loess after disintegration were compared under non-vibrating and vibrating conditions. The results revealed that train vibrations in the loess progressively diminished with increasing distance from the track, with dominant vibration frequencies ranging from 17 to 49 Hz. Increasing the vibration frequency accelerated loess disintegration and enhanced the dispersion of the disintegrated fragments. Notably, the acceleration effect of disintegration was particularly pronounced in the early stages of increasing vibration frequency, and it tended to plateau above 15 Hz. The relationship between the vibration frequency and disintegration velocity (DV) of loess influenced by the initial water content can be expressed as a power function with variables. Vibrations accelerate loess disintegration primarily attributed to repetitive particle displacement and the vibrations of free water in the pores which lead to frictional damage to the weakly cemented structure and pore expansion. Higher vibration frequencies generate greater inertial forces and facilitate more frequent particle jumps, allowing the loess to reach the disintegration threshold conditions more readily than at lower frequencies. These findings provide theoretical value for the prevention and mitigation of water-induced loess geohazards and land degradation in vibrating environments.

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原状黄土对列车振动频率响应的崩解特性
崩解使黄土体破碎,造成侵蚀,产生重大地质灾害。关于振动对土壤崩解的影响,文献记载不多;然而,列车振动频率对原状黄土崩解的贡献及其机理尚不清楚。在本研究中,列车振动在现场进行监测,并使用定制的振动-解体仪将所得振动参数用于黄土解体试验。定量分析了破碎黄土及其水溶液细观参数的变化,比较了非振动和振动条件下破碎后残余黄土的微观结构差异。结果表明:黄土中列车振动随离轨道距离的增加逐渐减小,主导振动频率在17 ~ 49 Hz范围内;随着振动频率的增加,黄土的崩解速度加快,碎块的分散程度增强。值得注意的是,崩解的加速效应在增加振动频率的早期阶段尤为明显,在15 Hz以上趋于平稳。初始含水率对黄土振动频率和崩解速度的影响可以表示为带变量的幂函数。振动加速黄土的崩解主要是由于颗粒的重复位移和孔隙中自由水的振动导致弱胶结结构的摩擦损伤和孔隙的膨胀。较高的振动频率产生更大的惯性力,促进更频繁的颗粒跳跃,使黄土比较低频率更容易达到解体阈值条件。研究结果为振动环境下水致黄土地质灾害和土地退化的防治提供了理论依据。
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来源期刊
Earth Surface Processes and Landforms
Earth Surface Processes and Landforms 地学-地球科学综合
CiteScore
6.40
自引率
12.10%
发文量
215
审稿时长
4 months
期刊介绍: Earth Surface Processes and Landforms is an interdisciplinary international journal concerned with: the interactions between surface processes and landforms and landscapes; that lead to physical, chemical and biological changes; and which in turn create; current landscapes and the geological record of past landscapes. Its focus is core to both physical geographical and geological communities, and also the wider geosciences
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