液状化④

[24-13-1-03] Seismic Response Analysis Considering Heterogeneity of Geotechnical Properties in Ground Improved by Sand Compaction Pile Method Immediately Beneath Structures

*NAOKI SAWADA¹, Kiyonobu Kasama¹, Lihang Hu¹, Hidekatsu Takeuchi², Kenji Harada², Ryo Hidaka² (1. Kyushu University, 2. Fudo Tetra Corporation)

Keywords:ground improvement, liquefaction, Seismic Response Analysis