Takeshi Ishii
- Application Of A 3-d Limit Equilibrium Method For Evaluation Of The Stability Of Slurry Trench Walls. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 645 (mars 2000). (2000):
- Observation And Evaluation On Failure Mechanism Of Slurry Trenches In Sandy Ground. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 666 (décembre 2000). (2000):
- Stability Analysis By 3-d Elasto-plastic Finite Element Method For Slurry Trenches Constructed In Sandy Ground. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 673 (mars 2001). (2001):
- Effect of lattice-shaped ground improvement geometry on seismic response of liquefiable soil deposits via 3-D seismic effective stress analysis. Dans: Soil Dynamics and Earthquake Engineering, v. 48 (mai 2013). (2013):