Abstract

According to the potential disaster points of rock bedding slope with weak structural plane along the Sichuan Tibet railway, the shaking table test of earthquake simulation is designed and carried out. The acceleration response and displacement response of slope under different input earthquake conditions are monitored, and the HHT method is mainly used to analyze the seismic response of slope. The results show that the rock bedding slope shows obvious and under the action of seismic waves of different intensities. With the increase of the amplitude value of the input earthquake, the elevation effect and the surface effect gradually weaken. When the amplitude of seismic wave reaches 0.9g, the movement inconsistency of slope on both sides increases, and the slope is gradually separated from the main body of the slope, resulting in slope instability. The characteristics of the seismic signal in time - frequency domain can be better described by the Hilbert-Huang transform. In the time domain, the energy is mainly concentrated in 2-6s and 12-15s, and excellent frequency band is concentrated between 5hz-20hz and 30-80hz. With the increase of elevation, the former increases and the latter decreases. In addition, the change of the peak value of the marginal spectrum can clearly show the development process of the earthquake damage inside the slope. At the height of 100cm, the inflection point can be seen obviously in the slope. It shows that the damage occurs at the height of 100cm, and the degree of earthquake damage near the slope is stronger than that inside the slope. The recognition results of marginal spectrum are in good agreement with the experimental results.

Highlights

  • The Sichuan-Tibet railway starts from Chengdu, passes through Ya’an, Kangding, Changdu, and Linzhi to Lhasa, with a total length of 1,800 km

  • The Hilbert-Huang transform (HHT) method is used to analyze the characteristics of seismic waves in time and frequency domains

  • One-way acceleration sensors, three-way acceleration sensors, and cable displacement sensors are arranged at different positions in the slope model to obtain the seismic response of the bedding rock slope

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Summary

INTRODUCTION

The Sichuan-Tibet railway starts from Chengdu, passes through Ya’an, Kangding, Changdu, and Linzhi to Lhasa, with a total length of 1,800 km. This seriously affects the safety of the Sichuan-Tibet railway during the construction and operation period. The shaking table test of the rock bedding slope with a weak structural plane is carried out to study the seismic dynamic response characteristics and failure process of this kind of slope. On this basis, the HHT method is used to analyze the characteristics of seismic waves in time and frequency domains.

Design and Manufacture of Slope Model
A Hilbert-Huang transform includes two parts
CONCLUSION
ETHICS STATEMENT
Full Text
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