Masayoshi Sato

发表

E-Defense Shaking Table Test on the Behavior of Liquefaction-Induced Lateral Spreading of Large-Scale Model Ground with a Pile-Foundation Structure Behind Quay Wall

Kentaro Tabata, Masayoshi Sato, 2010 .

Lateral load on piles due to liquefaction-induced lateral spreading during one-g shake table experiments

Kohji Tokimatsu, Ahmed Elgamal, Ricardo Dobry, 2006 .

Wireless Real Time Monitoring of Soil and Soil-Structure Systems

Kohji Tokimatsu, Tarek Abdoun, Akio Abe, 2007 .

THREE DIMENSIONAI EFFECTIVE ANALYSIS FOR EVALUATING RESPONSE OF GROUP PILE FOUNDATION UNDER LIQUEFACTION

Satoshi Fujikawa, Akira Ohtsuki, Kiyoshi Fukutake, 1994 .

REPRODUCTION OF LATERAL GROUND DEFORMATION AND LATERAL-FLOW EARTH PRESSURES ACTING ON PILE FOUNDATIONS USING CENTRIFUGE MODELING

Masayoshi Sato, Masafumi Ogasawara, Kazuhiro Tani, 2000 .

Soil-Pile-Structure during Liquefaction on Centrifuge

Yasuhiro Shamoto, Jian-Min Zhang, Masayoshi Sato, 1995 .

Simplified Estimation of Earthquake-Induced Settlements in Saturated Sand Deposits

Yasuhiro Shamoto, Jian-Min Zhang, Y. Shamoto, 1996 .

Factor Affecting Horizontal Subgrade Reaction of Piles during Soil Liquefaction and Lateral Spreading

Kohji Tokimatsu, Akio Abe, K. Tokimatsu, 2005 .

Liquefaction-Induced Lateral Load on Pile in a Medium Dr Sand Layer

Kohji Tokimatsu, Ahmed Elgamal, Ricardo Dobry, 2009 .