Hiroko Suzuki
- Numerical analysis on seismic behavior of soil around pile group by 3D effective stress finite element method. In: Soils and Foundations, v. 62, n. 2 (April 2022). (2022):
- Pore Water Pressure Response Around Pile and its Effects on P-Y behavior During Soil Liquefaction. In: Soils and Foundations, v. 44, n. 6 (December 2004). (2004):
- Factors affecting stress distribution of a 3×3 pile group in dry sand based on three-dimensional large shaking table tests. In: Soils and Foundations, v. 54, n. 4 (August 2014). (2014):
- Building damage associated with geotechnical problems in the 2011 Tohoku Pacific Earthquake. In: Soils and Foundations, v. 52, n. 5 (October 2012). (2012):
- Liquefaction-induced settlement and tilting of buildings with shallow foundations based on field and laboratory observation. In: Soil Dynamics and Earthquake Engineering, v. 124 (September 2019). (2019):
- Effects of inertial and kinematic interaction on seismic behavior of pile with embedded foundation. In: Soil Dynamics and Earthquake Engineering, v. 25, n. 7-10 (August 2005). (2005):