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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Yang, C., Yang, G., Zhang, J., Ma, H. (2019). Time–Frequency Analysis Theory of Seismic Stability of High and Steep Rock Slopes. In: Three Dimensional Space-Time Analysis Theory of Geotechnical Seismic Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-13-3356-9_4
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DOI: https://doi.org/10.1007/978-981-13-3356-9_4
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