Ken-Ichi Tokida
- An Experimental Study On Traffic Capacity For Three Types of Toll Gate Control System. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 702 (April 2002). (2002):
- Engineering Viewpoints On Countermeasures For Civil Engineering Structures Against Surface Faulting. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 752 (January 2004). (2004):
- Simulation of Sliding Failure Occurred at Highway Embankment in 2011 Great East Japan Earthquake. In: Journal of Civil Engineering and Architecture, v. 7, n. 1 (January 2013). (2013):
- Cyclic Undrained Triaxial Strength of Sampled Sand Affected by Confining Pressure. In: Soils and Foundations, v. 21, n. 2 (June 1981). (1981):
- Standard Penetration Tests and Soil Liquefaction Potential Evaluation. In: Soils and Foundations, v. 20, n. 4 (December 1980). (1980):
- A Method for Estimating Undrained Cyclic Strength of Sandy Soils Using Standard Penetration Resistances. In: Soils and Foundations, v. 18, n. 3 (September 1978). (1978):
- Prediction of Permanent Displacement of Liquefied Ground by Means of Minimum Energy Principle. In: Soils and Foundations, v. 32, n. 3 (September 1992). (1992):
- Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction. In: Soils and Foundations, v. 32, n. 3 (September 1992). (1992):
- Lessons for countermeasures using earth structures against tsunami obtained in the 2011 Off the Pacific Coast of Tohoku Earthquake. In: Soils and Foundations, v. 54, n. 4 (August 2014). (2014):
- Simplified procedures for assessing soil liquefaction during earthquakes. In: International Journal of Soil Dynamics and Earthquake Engineering, v. 3, n. 1 (January 1984). (1984):
- Three-Dimensional Seepage Characteristics of Reservoir Embankment Considering Interval of Horizontal Filter. In: International Journal of Offshore and Polar Engineering, v. 28, n. 1 (March 2018). (2018):