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Isao Ishibashi - Publications

Affiliations: 
Old Dominion University, Norfolk, VA, United States 
Area:
Civil Engineering
Website:
https://ww1.odu.edu/eng/news/2022/5/retiring_professor_s#.ZDiQmnZBzZ6
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25 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2020 Hazarika H, Pasha SMK, Ishibashi I, Yoshimoto N, Kinoshita T, Endo S, Karmokar AK, Hitosugi T. Tire-Chip Reinforced Foundation as Liquefaction Countermeasure for Residential Buildings Soils and Foundations. 60: 315-326. DOI: 10.1016/J.Sandf.2019.12.013  0.335
2011 Arablouei A, Gharabaghi ARM, Ghalandarzadeh A, Abedi K, Ishibashi I. Effects of seawater-structure-soil interaction on seismic performance of caisson-type quay wall Computers and Structures. 89: 2439-2459. DOI: 10.1016/J.Compstruc.2011.06.005  0.379
2003 Ishibashi I, Capar OF. Anisotropy and its Relation to Liquefaction Resistance of Granular Material Soils and Foundations. 43: 149-159. DOI: 10.3208/Sandf.43.5_149  0.423
1998 Hoyos LR, Macari EJ, Ishibashi I, Mayne PW, Hegazy YA, Martin GK, Borden RH, Shao L, Gupta A. Discussions and Closure: Dynamic Properties of Piedmont Residual Soil Journal of Geotechnical and Geoenvironmental Engineering. 124: 551-555. DOI: 10.1061/(Asce)1090-0241(1998)124:6(551.2)  0.409
1996 Ishibashi I, Jenkins JT, Choi JW, Parker CL. The Influence Of Boundaries On The Volumetric Behavior Of Solid And Hollow Cylindrical Specimens Of Glass Beads Soils and Foundations. 36: 45-55. DOI: 10.3208/Sandf.36.2_45  0.386
1994 Ishibashi I, Perry C, Agarwal TK. Experimental Determinations Of Contact Friction For Spherical Glass Particles Soils and Foundations. 34: 79-84. DOI: 10.3208/Sandf1972.34.4_79  0.317
1994 Ishibashi I, Osada M, Uwabe T. Dynamic Lateral Pressures Due to Saturated Backfills on Rigid Walls Journal of Geotechnical Engineering. 120: 1747-1767. DOI: 10.1061/(Asce)0733-9410(1994)120:10(1747)  0.425
1993 Ishibashi I, Zhang X. Unified Dynamic Shear Moduli And Damping Ratios Of Sand And Clay Soils and Foundations. 33: 182-191. DOI: 10.3208/Sandf1972.33.182  0.486
1992 Agarwal TK, Ishibashi I. Anisotropic Elastic Constants of Granular Assembly From Wave Velocity Measurements Studies in Applied Mechanics. 31: 51-60. DOI: 10.1016/B978-0-444-89213-3.50012-2  0.33
1991 Ishibashi I, Chen Y, Chen M. Anisotropic Behavior Of Ottawa Sand In Comparison With Glass Spheres Soils and Foundations. 31: 145-155. DOI: 10.3208/Sandf1972.31.145  0.422
1990 Chen Y, Ishibashi I. Dynamic Shear Modulus And Evolution Of Fabric Of Granular Materials Soils and Foundations. 30: 1-10. DOI: 10.3208/Sandf1972.30.3_1  0.414
1990 Wang LRL, Shim JS, Ishibashi I, Wang Y. Dynamic responses of buried pipelines during a liquefaction process Soil Dynamics and Earthquake Engineering. 9: 44-50. DOI: 10.1016/S0267-7261(09)90009-4  0.441
1988 Ishibashi I, Chen Y. Dynamic Shear Moduli and their Relationship to Fabric of Granular Materials Studies in Applied Mechanics. 20: 95-102. DOI: 10.1016/B978-0-444-70523-5.50019-9  0.429
1987 Ishibashi I, Fang Y. Dynamic Earth Pressures With Different Wall Movement Modes Soils and Foundations. 27: 11-22. DOI: 10.3208/Sandf1972.27.4_11  0.397
1987 Wang LRL, Shim JS, Ishibashi I. Responses of Buried Pipelines Including Manholes in a Soil Liquefaction Environment Developments in Geotechnical Engineering. 45: 199-213. DOI: 10.1016/B978-0-444-98955-0.50020-3  0.301
1986 Fang Y, Ishibashi I. Static Earth Pressures With Various Wall Movements Journal of Geotechnical Engineering. 112: 317-333. DOI: 10.1061/(Asce)0733-9410(1986)112:3(317)  0.432
1985 Ishibashi I, Kawamura M, Bhatia SK. Effect of Initial Shear on Cyclic Behavior of Sand Journal of Geotechnical Engineering. 111: 1395-1410. DOI: 10.1061/(Asce)0733-9410(1985)111:12(1395)  0.421
1985 Matsuzawa H, Ishibashi I, Kawamura M. Dynamic Soil and Water Pressures of Submerged Soils Journal of Geotechnical Engineering. 111: 1161-1176. DOI: 10.1061/(Asce)0733-9410(1985)111:10(1161)  0.461
1983 Ishibashi I. A Simple Procedure to Predict Pore-Pressure-Rise of Saturated Granular Soils During Earthquakes Studies in Applied Mechanics. 7: 89-98. DOI: 10.1016/B978-0-444-42192-0.50014-1  0.454
1982 Ishibashi I, Sherif MA, Cheng W. The Effects Of Soil Parameters On Pore-Pressure-Rise And Liquefaction Prediction Soils and Foundations. 22: 39-48. DOI: 10.3208/Sandf1972.22.39  0.477
1982 Sherif MA, Ishibashi I. A rational theory for predicting soil liquefaction International Journal of Soil Dynamics and Earthquake Engineering. 1: 20-29. DOI: 10.1016/0261-7277(82)90010-9  0.426
1980 Sherif MA, Ishibashi I, Heyer D. Undrained creep characteristics of deep‐ocean sediments Marine Georesources & Geotechnology. 4: 107-124. DOI: 10.1080/10641198009379817  0.451
1978 Sherif MA, Ishibashi I, Tsuchiya C. Pore-Pressure Prediction During Earthquake Loadings Soils and Foundations. 18: 19-30. DOI: 10.3208/Sandf1972.18.4_19  0.457
1978 Sherif MA, Ishibashi I, Webb MS. Combined laboratory vane and direct shear test procedure for marine soils Marine Geotechnology. 3: 1-22. DOI: 10.1080/10641197809379791  0.479
1977 Ishibashi I, Sherif MA, Tsuchiya C. Pore-Pressure Rise Mechanism and Soil Liquefaction Soils and Foundations. 17: 17-27. DOI: 10.3208/Sandf1972.17.2_17  0.524
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