Isao Ishibashi

Affiliations: 
Old Dominion University, Norfolk, VA, United States 
Area:
Civil Engineering
Website:
https://ww1.odu.edu/eng/news/2022/5/retiring_professor_s#.ZDiQmnZBzZ6
Google:
"Isao Ishibashi"
Bio:

DOI: 10.1061/AJGEB6.0000344
DOI: 10.1061/AJGEB6.0000074

Parents

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Mehmet A. Sherif grad student 1974 University of Washington
 (Torsional Simple Shear Device Liquefaction and Dynamic Properties of Sands)
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Publications

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Hazarika H, Pasha SMK, Ishibashi I, et al. (2020) Tire-Chip Reinforced Foundation as Liquefaction Countermeasure for Residential Buildings Soils and Foundations. 60: 315-326
Arablouei A, Gharabaghi ARM, Ghalandarzadeh A, et al. (2011) Effects of seawater-structure-soil interaction on seismic performance of caisson-type quay wall Computers and Structures. 89: 2439-2459
Ishibashi I, Capar OF. (2003) Anisotropy and its Relation to Liquefaction Resistance of Granular Material Soils and Foundations. 43: 149-159
Hoyos LR, Macari EJ, Ishibashi I, et al. (1998) Discussions and Closure: Dynamic Properties of Piedmont Residual Soil Journal of Geotechnical and Geoenvironmental Engineering. 124: 551-555
Ishibashi I, Jenkins JT, Choi JW, et al. (1996) The Influence Of Boundaries On The Volumetric Behavior Of Solid And Hollow Cylindrical Specimens Of Glass Beads Soils and Foundations. 36: 45-55
Ishibashi I, Perry C, Agarwal TK. (1994) Experimental Determinations Of Contact Friction For Spherical Glass Particles Soils and Foundations. 34: 79-84
Ishibashi I, Osada M, Uwabe T. (1994) Dynamic Lateral Pressures Due to Saturated Backfills on Rigid Walls Journal of Geotechnical Engineering. 120: 1747-1767
Ishibashi I, Zhang X. (1993) Unified Dynamic Shear Moduli And Damping Ratios Of Sand And Clay Soils and Foundations. 33: 182-191
Agarwal TK, Ishibashi I. (1992) Anisotropic Elastic Constants of Granular Assembly From Wave Velocity Measurements Studies in Applied Mechanics. 31: 51-60
Ishibashi I, Chen Y, Chen M. (1991) Anisotropic Behavior Of Ottawa Sand In Comparison With Glass Spheres Soils and Foundations. 31: 145-155
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