土構造物・基礎の耐震

4:20 PM - 4:30 PM JST(7:20 AM - 7:30 AM UTC)

[CS10-35] Centrifugal model tests to examine the effects of degree of compaction and strength on the seismic performance of embankments

*Takuo Azuma¹, Tetsuya Sasaki¹, Syunji Kato¹ (1. National Research and Development Agency Public Works Research Institute)

Keywords:

Road embankment,Earthquake deformation,Centrifugal model test,Degree of compaction,Undrained share strength,Cyclic share strength ratio