A. Yashima
- A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus. In: Géotechnique, v. 49, n. 5 (Oktober 1999). (1999):
- Small-diameter vertical shafts constructed in the shallow space of steep mountainous areas. In: Underground Space, v. 4, n. 3 (September 2019). (2019):
- Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: Shaking in the direction perpendicular to ground flow. In: Soil Dynamics and Earthquake Engineering, v. 28, n. 6 (Juni 2008). (2008):
- Three-dimensional numerical simulation of earthquake damage to group-piles in a liquefied ground. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 5 (Mai 2007). (2007):