1. Seismic stability evaluation verification of slopes reinforced with prevention piles
- Author
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H. Morozumi, K. Hidaka, H. Kobayakawa, T. Okada, K. Hiraga, M. Ishimaru, S. Mori, and A. Sekiguchi
- Subjects
Centrifugal force ,Acceleration ,Seismic stability ,Safety factor ,Flow (psychology) ,Model test ,Geotechnical engineering ,Stability (probability) ,Geology - Abstract
In order to verify the stability evaluation flow of slopes with prevention piles installed, a model test of a slope was conducted. Prevention piles were designed to be installed on a slope with a distribution of successive weak layers, ensuring the safety factor of 1.2 for the design maximum seismic coefficient (K H) equal to 0.6, based on past stability evaluation flows. A slope model installed with prevention piles based on the design was created and a dynamic centrifugal force model experiment was conducted. As a result, it was confirmed that the prevention piles functioned even when the maximum horizontal acceleration (6.31 m/s2) equivalent to the designed seismic coefficient worked, and that no noticeable change occurred on the slope. Based on these facts, the validity of the existing stability evaluation flow was demonstrated.
- Published
- 2019
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