Effect Evaluation of Train Speed and Embankment Stiffness on Ground Vibrations Using Numerical Simulation
Abstract
:1. Introduction
2. 3-D Numerical Simulations
2.1. Model Size and Parameters
2.2. Constitutive Model of Soil and Boundary Conditions
2.3. Simulation of a Train Moving Load
2.4. Verification of the TDM Results
3. Analysis of Numerical Results
3.1. Dynamic Response of the Railway Structure
3.2. Effect of Train Speed
3.3. Effect of Embankment Stiffness
3.4. Comparison of Vertical Stress with Different Methods
4. Conclusions
- The dynamic acceleration and displacement in the vertical direction in railway structures are mainly generated under a moving train load, which should be considered in the railway structural design. Moreover, with increasing train speeds, the soil vibration along the direction of train movement appears to experience a significant fluctuation effect, which is manifested in the peak value of the vertical displacement of the track lagging behind the position of the wheel load, while the vertical displacement of the track at the rear of the wheel load is not equal to that at the front of the wheel load. The maximum vertical displacement occurs near the middle of the front and rear wheels of the two carriages, which indicates that the numerical model can consider the superimposition effect of the dynamic load from different wheels of the train.
- The vertical displacement and vertical stress in a high-speed railway structure increase as the train speed increases. However, with the increased depth of ground, the attenuation trends of the vertical displacement and vertical stress under a high-speed train load condition become faster. Thus, the influenced area becomes smaller.
- Since the embankment stiffness of a ballastless track structure is much greater than the subsoil stiffness, the increase of embankment stiffness has little effect on the vertical stress transferred from the track to the ground soil, which indicates that for a ballastless track structure, the enhancement of the stiffness of the sub-structure cannot effectively reduce the propagation of dynamic stress with soil depth. In code design, it is essential to increase the stiffness of the upper and lower soil layers in the same proportion. In particular, when the railway foundation contains a soft soil with low stiffness, the improvement of the stiffness of the soft soil should be emphasized.
- When the train speed is low, the vertical stress in the ground soil obtained from TDM is less than that calculated using SSM. When the train speed is high, the vertical stress of the soil calculated by TDM within 5 m below the ground surface is greater than that calculated by SSM, although the former is smaller than the latter when the ground depth exceeds 5 m. This indicates that this design code may underestimate dynamic stresses on the railway formation in high-speed situations (i.e., v = 112 m/s). However, for lower velocities and greater soil depths, the vertical stress obtained by SSM is significantly greater than that obtained by TDM, and the proposed model may be limited in application under these conditions.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
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Layer | Elastic Modulus (MPa) | Density (kg/m3) | Damping Coefficient | Shear Wave Velocity (m/s) | Poisson’s Ratio |
---|---|---|---|---|---|
Rail | 206,000 | 7900 | - | - | 0.25 |
Concrete track slab | 20,000 | 2350 | 0.05 | 1650 | 0.25 |
Roadbed | 150 | 1950 | 0.05 | 240 | 0.33 |
Subgrade | 50 | 1900 | 0.05 | 175 | 0.37 |
Silty clay | 25 | 1730 | 0.05 | 118 | 0.45 |
Track Forms | Track Weight and Train Load | q0 (kN/m2) | |||
---|---|---|---|---|---|
b (m) | q1 (kN/m2) | q2 (kN/m2) | q (kN/m2) | ||
CRTS I | 3.0 | 12.6 | 41.7 | 54.3 | 13.2 |
CRTS II | 3.25 | 11.6 | 38.5 | 50.1 | 14.1 |
CRTS III | 3.1 | 13.7 | 40.4 | 54.1 | 2.3 |
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Yang, J.; Zhu, Y.; Miao, P. Effect Evaluation of Train Speed and Embankment Stiffness on Ground Vibrations Using Numerical Simulation. Appl. Sci. 2022, 12, 12536. https://doi.org/10.3390/app122412536
Yang J, Zhu Y, Miao P. Effect Evaluation of Train Speed and Embankment Stiffness on Ground Vibrations Using Numerical Simulation. Applied Sciences. 2022; 12(24):12536. https://doi.org/10.3390/app122412536
Chicago/Turabian StyleYang, Jiaqiang, Yulong Zhu, and Pengyong Miao. 2022. "Effect Evaluation of Train Speed and Embankment Stiffness on Ground Vibrations Using Numerical Simulation" Applied Sciences 12, no. 24: 12536. https://doi.org/10.3390/app122412536
APA StyleYang, J., Zhu, Y., & Miao, P. (2022). Effect Evaluation of Train Speed and Embankment Stiffness on Ground Vibrations Using Numerical Simulation. Applied Sciences, 12(24), 12536. https://doi.org/10.3390/app122412536