Isao Ishibashi
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- Dynamic Shear Modulus and Evolution of Fabric of Granular Materials. In: Soils and Foundations, v. 30, n. 3 (September 1990). (1990):
- The Influence of Boundaries on the Volumetric Behavior of Solid and Hollow Cylindrical Specimens of Glass Beads. In: Soils and Foundations, v. 36, n. 2 (June 1996). (1996):
- Experimental Determinations of Contact Friction for Spherical Glass Particles. In: Soils and Foundations, v. 34, n. 4 (December 1994). (1994):
- Tire-chip reinforced foundation as liquefaction countermeasure for residential buildings. In: Soils and Foundations, v. 60, n. 2 (April 2020). (2020):
- Anisotropy and its Relation to Liquefaction Resistance of Granular Material. In: Soils and Foundations, v. 43, n. 5 (October 2003). (2003):
- Unified Dynamic Shear Moduli and Damping Ratios of Sand and Clay. In: Soils and Foundations, v. 33, n. 1 (March 1993). (1993):
- A rational theory for predicting soil liquefaction. In: International Journal of Soil Dynamics and Earthquake Engineering, v. 1, n. 1 (January 1982). (1982):