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- Isao Ishibashi
- Professor
- Civil & Environmental Engineering Department
- 134 Kaufman Hall
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Norfolk,
VA
23529
- 757-683-4641
- iishibas@odu.edu
- Web Page
- Professor in the department of Civil and Environmental Engineering, Old Dominion University since 1986. He has been faculty
at the University of Washington and Cornell University before moving to ODU. He is an expert in the area of Geotechnical and
Earthquake Engineering and has more than 100 technical publications. He is also co-author of well received textbook “Soil
Mechanics Fundamentals” (CRC Press, 2010).
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Education
- University of Washington,
1974
- Major: Civil Engineering
- Degree: Ph. D.
- Nagoya University,
1970
- Major: Civil Engineering
- Degree: M.S.
- Nagoya University,
1968
- Major: Civil Engineering
- Degree: B.S.
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Research Interests
- Geotechnical Engineering, Earthquake Engineering
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Licensures and Certifications
- Professional Engineer
- Sponsoring Organization: Commonwealth of Virginia
- Date Obtained: 1998-07-16
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Expertise
- Engineering
- Geotechnical Engineering / Earthquake Engineering / Foundation Engineering / Japanese Matter
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Books
- Ishibashi, I., and Hazarika, H. (2011). Soil Mechanics Fundamentals (in Japanese). Kyoritsu Publishing.
- Ishibashi, I., and Hazarika, H. (2010). Soil Mechanics Fundamentals. CRC Press.
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Articles
- Ishibashi, I., and Caper, O. F. (2003). Anisotropy and Its Relation to Liquefaction Resistance of Granular Material. Japanese Geotechnical Society, 43 (5), (pp. 149-159).
- Ishibashi, I., Borden, R., Shao, L., and Gupta, A. (1998). Dynamic Properties of Piedmont Residual Soil. ASCE, 124 (6), (pp. 552-553).
- Ishibashi, I., Jenkins, J. T., Choi, J. W., and Parker IV, C. L. (1996). The Influence of Boundaries on the Volumetric Behavior of Solid and Hollow Cylindrical Specimens of Glass Beads. Japanese Geotechnical Sociiety, 36 (2), (pp. 45-55).
- Ishibashi, I., Perry III, C., and Agarwal, T. (1994). Experimental Determination of Contact Friction for Spherical Glass Particles. Japanese Society of Soil Mechanics and Foundation Engineering, 34 (4), (pp. 79-84).
- Ishibashi, I., Osada, M., and Uwabe, T. (1994). Dynamic Lateral Pressures due to Saturated Backfills on Rigid Walls. ASCE, 120 (10), (pp. 1747-1767).
- Ishibashi, I., and Zhang, X. (1993). Unified Dynamic Shear Moduli and Damping Ratios of Sand and Clay. Japanese Society of Soil Mechanics and Foundation Engineering, 33 (1), (pp. 182-191).
- Choi, J. W., and Ishibashi, I. (1992). An Experimental Method for Determining Membrane Penetration. ASTM, 15 (4), (pp. 412-417).
- Agarwal, T., and Ishibashi, I. (1992). Anisotropic Elastic Constants of a Granular Assembly from Wave Velocity Measurement. Elsevier (pp. 51-60).
- Ishibashi, I., Vucetic, M., and Dobry, R. (1992). Effect of Soil Plasticity on Cyclic Response. ASCE, 118 (5), (pp. 830-832).
- Ishibashi, I., Chen, Y. C., and Chen, M. T. (1991). Anisotropic Behavior of Ottawa Sand in Comparison with Glass Spheres. Japanese Society of Soil Mechanics and Foundation Engineering, 31 (1), (pp. 145-155).
- Wang, L. R., Shim, J. S., Ishibashi, I., and Wang, Y. (1990). Dynamic Responses of Buried Pipelines during a Liquefaction Process., 9 (1), (pp. 44-50).
- Chen, Y. C., and Ishibashi, I. (1990). Dynamic Shear Modulus and Evolution of Fabric of Granular Materials. Japanese Society of Soil Mechanics and Foundation Engineering, 30 (3), (pp. 1-10).
- Ishibashi, I., and Chen, Y. C. (1988). Dynamic Shear Moduli and Their Relationship to Fabric of Granular Materials. Elsevier (pp. 95-102).
- Chen, Y. C., Ishibashi, I., and Jenkins, J. T. (1988). Dynamic Shear Modulus and Fabric: Depositional and Induced Anisotropy. Geotechnique, 38 (1), (pp. 25-32).
- Ishibashi, I., Chen, Y. C., and Jenkins, J. T. (1988). Dynamic Shear Modulus and Fabric: Stress Reversal., 38 (1), (pp. 33-37).
- Ishibashi, I., and Fang, Y. S. (1987). Dynamic Earth Pressures with Different Wall Movement Modes. Japanese Society of Soil Mechanics and Foundation Engineering, 27 (4), (pp. 11-22).
- Wang, L. R., Shim, J. S., and Ishibashi, I. (1987). Responses of Buried Pipelines Including Manholes in a Soil Liquefaction Environment. Elsevier (pp. 199-213).
- Fang, Y. S., and Ishibashi, I. (1986). Static Earth Pressures with Various Wall Movements., 112 (3), (pp. 317-333).
- Ishibashi, I., Kawamura, M., and Bhatia, S. K. (1985). Effect of Initial Shear on Cyclic Behavior of Sand. ASCE, 111 (12), (pp. 1395-1410).
- Ishibashi, I. (1985). Effect of Grain Characteristics in Liquefaction Potential In Search of Standard Sand for Cyclic Strength. ASTM (pp. 137-139).
- Matsuzawa, H., Ishibashi, I., and Kawamura, M. (1985). Dynamic Soil and Water Pressures of Submerged Soils. ASCE, 111 (10), (pp. 1161-1176).
- Ishibashi, I. (1983). A Simple Procedure to Predict Pore-Pressure-Rise of Saturated Granular Soils During Earthquakes. Elsevier (pp. 89-98).
- Sherif, M. A., and Ishibashi, I. (1982). Rational Theory for Predicting Soil Liquefaction., 1 (1), (pp. 20-29).
- Sherif, M. A., Ishibashi, I., and Lee, C. D. (1982). Earth Pressures Against Rigid Retaining Walls. ASCE, 108 (GT5), (pp. 679-695).
- Ishibashi, I., Sherif, M. A., and Cheng, W. L. (1982). The Effect of Soil Parameters on Pore Pressure Rise and Liquefaction Prediction. Japanese Society of Soil Mechanics, 22 (1), (pp. 39-48).
- Sherif, M. A., Ishibashi, I., and Medhim, B. W. (1982). Swell of Wyoming Montmorillonite and Sand Mixtures. ASCE, 108 (GT1), (pp. 34-45).
- Sherif, M. A., Ishibashi, I., and Heyer, D. F. (1980). Undrained Creep Characteristics of Deep Ocean Sediments., 4 (2), (pp. 107-124).
- Sherif, M. A., Ishibashi, I., and Tsuchiya, C. (1978). Pore Pressure Predication during Earthquake Loadings. Japanese Society of Soil Mechanics and Foundation Engineering, 18 (4), (pp. 19-30).
- Sherif, M. A., Ishibashi, I., and Webb, M. S. (1978). New Combined Vane and Direct Shear Test Procedure for Marine Soils., 3 (1), (pp. 1-22).
- Sherif, M. A., and Ishibashi, I. (1977). Discussion to "Lateral Earth Pressure at Rest in Soft Clays". ASCE, 103 (GT5), (pp. 498-499).
- Sherif, M. A., Ishibashi, I., and Tsuchiya, C. (1977). Saturation Effects on Initial Soil Liquefaction. ASCE, 103 (GT8), (pp. 914-917).
- Sherif, M. A., Ishibashi, I., and Gaddah, A. (1977). Damping Ratio for Dry Sands. ASCE, 103 (GT7), (pp. 743-756).
- Ishibashi, I., Sherif, M. A., and Tsuchiya, C. (1977). Pore Pressure Rise Mechanism and Soil Liquefaction. Japanese Society of Soil Mechanics and Foundation Engineering, 17 (2), (pp. 17-27).
- Sherif, M. A., Ishibashi, I., and Ding, W. W. (1977). Heave of Silty Sands. ASCE, 103 (GT3), (pp. 185-195).
- Sherif, M. A., and Ishibashi, I. (1976). Dynamic Shear Moduli for Dry Sands. ASCE, 102 (GT11), (pp. 1171-1184).
- Ishibashi, I., and Sherif, M. A. (1976). Closure of the Paper, 'Soil Liquefaction by Torsional Simple Shear Device. ASCE, 102 (GT1), (pp. 110-111).
- Ishibashi, I., and Sherif, M. A. (1974). Soil Liquefaction by Torsional Simple Shear Device. ASCE, 100 (GT8), (pp. 871-888).
- Visiting Researcher, (sponored by International Program of NSF, Port and Harbour Research Institute, Ministry of Transport
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Contracts, Grants and Sponsored Research