Shinichiro Tsuji
- Back Analysis Of Mohr-coulomb Strength Parameters For Embankment Control On Soft Clay Deposit. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 778 (décembre 2004). (2004):
- Independent Reinforced Soil Structure with Pile Foundation—Piled Geo-Wall: An Experimental Study on the Application to Seismic Measure for Embankment—. Dans: Soils and Foundations, v. 50, n. 5 (octobre 2010). (2010):