Dynamic Response and Stability Analysis of High-Speed Railway Subgrade in Karst Areas

Li Xin,Li Pengxiang,Wei Zijun,Bai Mingzhou,Shi Hai,Zhang Ye

doi:10.1109/access.2021.3113706

Li Xin, Li Pengxiang + Show 4 more

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https://doi.org/10.1109/access.2021.3113706

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Abstract

The increase in railway coverage significantly increased the railway mileage in karst areas. However, the fragile ecosystem in karst areas and weak mechanical performance in cavities cause hidden railway safety hazards. Even with the crucial stability and safety of railways in karst areas, there is only limited research conducted on the dynamic response of railway subgrade and the influence of hidden soil holes on the stability under different conditions. In this study, the Guizhou section of the Shanghai–Kunming high-speed railway was chosen as the research area. On-site monitoring and simulations using ABAQUS were performed to study the dynamic response of the subgrade under the dynamic load of a train. The influence of the soil hole, axle load, and vehicle speed on the dynamic response law and stability of the subgrade were considered based on the model rationality verification. Previous studies have demonstrated the considerable impact of soil holes on the dynamic response characteristics and stability of roadbeds. The ambient vibration frequency of the train was concentrated at 10–60 Hz. Under train load, the amplitude of the dynamic response parameters of each subgrade structural layer increased with the axle load; however, the increase in speed exhibited a greater impact on the vertical dynamic displacement and dynamic stress than on the dynamic acceleration, which affected the stability of the soil hole and roadbed. This study summarized the dynamic response characteristics of subgrade in karst areas under different conditions, thereby providing a design reference for high-speed railways in karst areas.

Highlights

China’s karst area accounts for approximately 37.8% of its total land area, and the national railway operating mileage is more than 139 000 km, accounting for two-thirds of the world’s high-speed railway operating mileage
This study considered the Guizhou section of the Shanghai–Kunming high-speed railway, and investigated the influence of karst collapse and train vibration load on subgrade stability and dynamic response by combining field tests and numerical simulations
The curve characteristics of the dynamic parameters under different conditions quantitatively express the influence of soil holes, different axle loads, and different vehicle operating speeds on roadbed stability

Summary

Introduction

China’s karst area accounts for approximately 37.8% of its total land area, and the national railway operating mileage is more than 139 000 km, accounting for two-thirds of the world’s high-speed railway operating mileage. In existing high-speed railways, the length of the section located in areas with high-risk karst collapse is greater than 2000 km. Train operations are often interrupted for thousands of hours, which seriously endangers the operation and safety of the railway [1][2]. Railway engineering is affected by karst collapse throughout the construction and operation cycles. Karst cavities, and other factors, the mechanical properties and deformation characteristics of rock and soil around railways environment affects the stability of the railway subgrade and induces subgrade instability. It is of great practical significance to study the influence of hidden soil holes on the stability of railway subgrade in karst areas [3][4]

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