I. Towhata
- One-g shaking-table experiments on buried pipelines crossing a strike-slip fault. In: Géotechnique, v. 62, n. 12 (Dezember 2012). (2012):
- Prediction of seismically induced deformation of Liyutan dam, Taiwan, by means of cyclic triaxial testing and finite element analysis. In: Computers and Geotechnics, v. 7, n. 3 (Januar 1989). (1989):
- An approach to digitize analog form of accelerograms recorded at Tarbela—Pakistan. In: Soil Dynamics and Earthquake Engineering, v. 28, n. 4 (April 2008). (2008):
- The effect of underground columns on the mitigation of liquefaction in shaking table model experiments. In: Soil Dynamics and Earthquake Engineering, v. 116 (Januar 2019). (2019):
- Numerical simulation of ground flow caused by seismic liquefaction. In: Soil Dynamics and Earthquake Engineering, v. 18, n. 7 (Oktober 1999). (1999):
- Shaking table tests modelling small diameter pipes crossing a vertical fault. In: Soil Dynamics and Earthquake Engineering, v. 35 (April 2012). (2012):
- Strain energy based evaluation of liquefaction and residual pore water pressure in sands using cyclic torsional shear experiments. In: Soil Dynamics and Earthquake Engineering, v. 35 (April 2012). (2012):
- Shaking table tests on subgrade reaction of pipe embedded in sandy liquefied subsoil. In: Soil Dynamics and Earthquake Engineering, v. 18, n. 5 (Juli 1999). (1999):
- Assessment of liquefaction-inducing peak ground velocity and frequency of horizontal ground shaking at onset of phenomenon. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 4 (Juni 2002). (2002):
- Experimental evaluation of dynamic deformation characteristics of sheet pile retaining walls with fiber reinforced backfill. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 6 (Juni 2010). (2010):