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Time–Frequency Analysis Theory of Seismic Stability of High and Steep Rock Slopes

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Abstract

The seismic stability analysis of high and steep rock slopes under seismic effects involves multiple subjects including engineering geology, rock–soil mechanics, geophysics, and seismic engineering, which is of great difficulty. Up to now, there are still many problems that are in urgent need of solutions, and the special geographical and geological conditions and seismic configuration make it especially pertinent in China. Currently, the infrastructure construction such as highway, railway, and water conservancy is in rapid developing period, which draws higher demand on instability mechanism and stability judgment of slope engineering, but the existing theories cannot well meet this requirement.

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Copyright information

© Science Press and Springer Nature Singapore Pte Ltd. 2019

Authors and Affiliations

  1. 1.Southwest Jiaotong UniversityChengduChina
  2. 2.China Railways CorporationBeijingChina
  3. 3.Southwest Jiaotong UniversityChengduChina
  4. 4.Sichuan Provincial Department of TransportationChengduChina

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