液状化④

[24-13-1-08] STUDY OF GRID-WALL SOIL IMPROVEMENT USING QUASI-THREE-DIMENSIONAL ANALYSIS

*SHOICHI TSUKUNI¹, MASAYUKI IMAI¹, YOUSUKE OHYA², HIDENORI TAKAHASHI², KAZUHIRO KANEDA³, EIJI KOHAMA², OOKI KURIHARA² (1. Takenaka Civil Engineering & Construction Co.,Ltd., 2. Port and airport Research Institute, 3. Chiba Institute of Technology)

Keywords:liquefaction, effective stress analysis, excess pore water pressure