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Seismic Array Monitoring Results Analysis

  • Yang ChangweiEmail author
  • Zhang Jingyu
  • Lian Jing
  • Yu Wenying
  • Zhang Jianjing
Chapter
  • 498 Downloads

Abstract

Bedrock and overburden slope is a special kind of rock slope. In order to reveal the failure mechanism of it under earthquake, its seismic dynamic response must be explored first. The dynamic response of rock slope includes acceleration, velocity, displacement, stress, and strain. The research results show that the inertia force caused by acceleration is the main reason of slope deformation and failure, which could provide reference to the seismic design of slope engineering. Hence, acceleration and its distribution rules are basic materials to evaluate the seismic dynamic characteristics of slope engineering.

Keywords

Response Spectrum Wenchuan Earthquake Fourier Spectrum Rock Slope Longmen Shan Fault 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Copyright information

© Science Press and Springer Science+Business Media Singapore 2017

Authors and Affiliations

  • Yang Changwei
    • 1
    Email author
  • Zhang Jingyu
    • 1
    • 2
  • Lian Jing
    • 1
  • Yu Wenying
    • 1
    • 2
  • Zhang Jianjing
    • 1
  1. 1.Southwest Jiaotong UniversitySichuanChina
  2. 2.Oklahoma State UniversityStillwaterUSA

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