Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests

Wang, Li; Wang, Ping; Wei, Kai; Dollevoet, Rolf; Li, Zili

doi:10.1016/j.trgeo.2022.100734

Cited by 25 publications

(4 citation statements)

References 49 publications

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“…Such divisions do not exist when solving problems using the theory of elasticity. Hence, when studying the influence of both the impulse itself [89][90][91][92][93] and its repetition [94][95][96][97], as well as in modeling and validation [98][99][100], it is considered as a formed oscillation process. The theory of propagation of elastic waves allows directly forming this process, using the property of all types of waves to transfer momentum without change to all points in space, taking into account both the time the force field reaches each element of the railway structure and the absorption of each element of the force impact during the collision of waves.…”

Section: Methodsmentioning

confidence: 99%

Using Detailing Concept to Assess Railway Functional Safety

Bondarenko¹,

Campisi

Tesoriere

et al. 2022

Sustainability

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The ability to assess the risks of the functional safety of railway tracks allows harmonizing characteristics of track elements under certain operating conditions under certain maintenance for the efficient use of the track structure throughout its life cycle. The concept of detailing conditions of the interaction of the rolling stock and railway track was used for the productive solution of tasks of infrastructure functional safety assessment. The paper formed an approach to the analytical solution of determination problems of deformability parameters over time using the elastic waves theory. The formation method of interconnections between the technical and economic aspects of the operation of railway infrastructure was proposed. The criteria of deformability work and intensity of use were utilized for the effective use of the track structure through its life cycle. The results of calculations are presented to assess changes in the deformability behaviour of the track elements and structure when the force and speed parameters of the operating conditions change, as well as the algorithm of the method for estimating the operation deformability of the railway track. Thus, the proposed approach can be adapted to optimize objects by railway functional safety assessment at the stage of object operation simulation.

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Section: Methodsmentioning

confidence: 99%

Using Detailing Concept to Assess Railway Functional Safety

Bondarenko¹,

Campisi

Tesoriere

et al. 2022

Sustainability

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“…High-embankment roadbeds, typically exceeding 20 m in height, demand stringent quality control to ensure that post-construction settlement adheres to standards and prevents issues like road surface cracking and water seepage that could compromise roadbed stability [14,15]. For the construction control of red bed fill materials, in accordance with China's leading "Technical Specifications for Highway Subgrade Construction" (JTG 3610-2019) [16], the widely adopted construction process is based on the work of Zhao et al, who proposed a construction methodology centered around the core sequence of "pre-disintegration-raking-compaction" based on on-site experiment [5].…”

Section: Construction Process Of High-embankment Roadbedmentioning

confidence: 99%

Stability Control Method and Field Testing of High Embankment with Red Bed Soft Rock and Soil Stone Mixture Fill Roadbed

Zhou,

Chai,

Zhou

et al. 2023

Applied Sciences

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Post-construction settlement in embankments is a crucial quality indicator and a significant factor influencing the long-term stability of roadbeds. Especially for the mixed-fill materials, by considering the uncertainty of composition and mechanical properties, it is important to predict and take construction measures to control post-construction settlement. In this paper, taking the construction of high-fill embankments with red bed soft rock mixture as the background, the deformation characteristics of mixed-fill materials were revealed first. Then, a dynamic–static coupling method for roadbed filling was proposed, and corresponding control parameters were provided. Finally, by employing ABAQUS 2016 for long-term settlement numerical simulations and conducting load-bearing preloading tests, the deformation patterns of the high embankment with red bed soft rock mixture fill roadbed were revealed.

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“…In their discussion, Verhas 38 and Kurzweil et al 39 address the understanding of vibration propagation rules induced by trains or subways operating on ground level. Wang et al 40 developed an explicit time-domain three-dimensional (3D) finite element (FE) model to study ground vibration caused by trains. They compared soil responses induced by different numbers of vehicles, but it is worth noting that they did not investigate the differences in ground vibration under different train speeds.…”

Section: Introductionmentioning

confidence: 99%

Effects of train speed and passenger capacity on ground vibration of underground suburban railways

Cao,

Li,

et al. 2024

Sci Rep

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This study aims to explore the optimal driving speed for ground vibration in suburban railway underground sections. We focused on the ground surface of suburban railway underground sections and developed a 3D finite element dynamic coupling model for the tunnel–soil system. Subsequently, considering factors such as train speed and passenger load, we analyzed the propagation characteristics of ground vibration responses in urban railway underground sections. The research results indicate a significant amplification phenomenon in the peak power spectrum of measurement points near the tunnels in underground sections. The high-frequency components of the power spectrum between measurement points are noticeably higher between the two tunnels. Furthermore, as the train speed increases, this amplification phenomenon becomes more pronounced, and the power spectrum of each measurement point mainly concentrates on several frequency bands, with the amplitude of the power spectrum near the prominent frequencies also increasing. However, when the train speed is between 100 and 120 km/h, the impact on the amplitude of the power spectrum at measurement points above the running tunnel is minimal. Additionally, the amplitude of the middle-to-high frequency components in the power spectrum increases with the increase in passenger numbers. The impact on the peak acceleration amplitude at each measurement point is minimal when the train speed is 80 km/h or below. However, once the train speed exceeds 80 km/h, the peak acceleration amplitude above the running tunnel rapidly increases, reaching its maximum value at 113 km/h, and then gradually decreasing.

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Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests

Cited by 25 publications

References 49 publications

Using Detailing Concept to Assess Railway Functional Safety

Using Detailing Concept to Assess Railway Functional Safety

Stability Control Method and Field Testing of High Embankment with Red Bed Soft Rock and Soil Stone Mixture Fill Roadbed

Effects of train speed and passenger capacity on ground vibration of underground suburban railways

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