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Kenji Ishihara, Ph.D - Publications

Affiliations: 
1953-1963 Civil Engineering University of Tokyo, Bunkyō-ku, Tōkyō-to, Japan 
 1977-1995 Civil Engineering University of Tokyo, Bunkyō-ku, Tōkyō-to, Japan 
 1995-2001 Geotechnical Engineering Tokyo University of Science, Japan 
 2001- Civil Engineering Chuo University 
Area:
soil dynamics, earthquake engineering, geotechnical engineering, soil mechanics, soil liquefaction, seismic stability, slope stability
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98 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
2010 Harada K, Orense RP, Ishihara K, Mukai J. Lateral Stress Effects On Liquefaction Resistance Correlations Bulletin of the New Zealand National Society For Earthquake Engineering. 43: 13-23. DOI: 10.5459/Bnzsee.43.1.13-23  0.407
2009 Kamata T, Tsukamoto Y, Ishihara K. Undrained Shear Strength Of Partially Saturated Sand In Triaxial Tests Bulletin of the New Zealand National Society For Earthquake Engineering. 42: 57-62. DOI: 10.5459/Bnzsee.42.1.57-62  0.408
2009 Tsukamoto Y, Ishihara K, Harada K. Evaluation Of Undrained Shear Strength Of Soils From Field Penetration Tests Soils and Foundations. 49: 11-23. DOI: 10.3208/Sandf.49.11  0.477
2009 Tsukamoto Y, Ishihara K, Kamata T. Undrained shear strength of soils under flow deformation Geotechnique. 59: 483-486. DOI: 10.1680/Geot.2007.00043  0.47
2008 Cubrinovski M, Uzuoka R, Sugita H, Tokimatsu K, Sato M, Ishihara K, Tsukamoto Y, Kamata T. Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: Shaking in the direction of ground flow Soil Dynamics and Earthquake Engineering. 28: 421-435. DOI: 10.1016/J.Soildyn.2007.10.015  0.411
2007 Nakazawa H, Ishihara K, Tsukamoto Y, Kamata T. Characteristics Of Undrained Shear Behavior Of Sandy Soil Under Partially Saturated Condition Doboku Gakkai Ronbunshuu C. 63: 334-343. DOI: 10.2208/Jscejc.63.334  0.368
2006 Tsukamoto Y, Ishihara K, Kobari Y. Evaluation of run-out distances of slope failures during 2004 Niigata-ken Chuetsu Earthquake Soils and Foundations. 46: 713-725. DOI: 10.3208/Sandf.46.713  0.413
2006 Tsukamoto Y, Ishihara K, Umeda K, Enomoto T. Cyclic Resistance Of Clean Sand Improved By Silicate-Based Permeation Grouting Soils and Foundations. 46: 233-245. DOI: 10.3208/Sandf.46.233  0.452
2006 Sawada S, Tsukamoto Y, Ishihara K. Residual deformation characteristics of partially saturated sandy soils subjected to seismic excitation Soil Dynamics and Earthquake Engineering. 26: 175-182. DOI: 10.1016/J.Soildyn.2004.11.024  0.41
2004 Tsukamoto Y, Ishihara K, Sawada S. Settlement of silty sand deposits following liquefaction during earthquakes Soils and Foundations. 44: 135-148. DOI: 10.3208/Sandf.44.5_135  0.48
2004 Imamura S, Hagiwara T, Tsukamoto Y, Ishihara K. Response Of Pile Groups Against Seismically Induced Lateral Flow In Centrifuge Model Tests Soils and Foundations. 44: 39-55. DOI: 10.3208/Sandf.44.3_39  0.388
2004 Tsukamoto Y, Ishihara K, Sawada S. Correlation between penetration resistance of Swedish weight sounding tests and SPT blow counts in sandy soils Soils and Foundations. 44: 13-24. DOI: 10.3208/Sandf.44.3_13  0.379
2004 Ishihara K, Cubrinovski M. Performance of Piles as Evaluated by Three-Layer Model Geotechnical Special Publication. 167-191. DOI: 10.1061/40744(154)5  0.365
2002 Tsukamoto Y, Ishihara K, Nakazawa H, Kamada K, Huang Y. Resistance Of Partly Saturated Sand To Liquefaction With Reference To Longitudinal And Shear Wave Velocities Soils and Foundations. 42: 93-104. DOI: 10.3208/Sandf.42.6_93  0.344
2002 Cubrinovski M, Ishihara K. Maximum And Minimum Void Ratio Characteristics Of Sands Soils and Foundations. 42: 65-78. DOI: 10.3208/Sandf.42.6_65  0.355
2002 Tsukamoto Y, Ishihara K, Kon H, Masuo T. Use Of Compressible Expanded Polystyrene Blocks And Geogrids For Retaining Wall Structures Soils and Foundations. 42: 29-41. DOI: 10.3208/Sandf.42.4_29  0.356
2001 Kanno T, Takagishi M, Kon H, Ishihara K, Tsukamoto Y, Nakazawa H, Masuo T, Hara K. The Earth Pressure Of The Geogrid Reinforced Sand With Eps Blocks Installed Immediately Behind The Wall Geosynthetics Engineering Journal. 16: 259-264. DOI: 10.5030/Jcigsjournal.16.259  0.32
2001 Acacio AA, Kobayashi Y, Towhata I, Bautista RT, Ishihara K. Subsidence Of Building Foundation Resting Upon Liquefied Subsoil : Case Studies And Assessment Soils and Foundations. 41: 111-128. DOI: 10.3208/Sandf.41.6_111  0.352
2001 Kato S, Ishihara K, Towhata I. Undrained Shear Characteristics Of Saturated Sand Under Anisotropic Consolidation Soils and Foundations. 41: 1-11. DOI: 10.3208/Sandf.41.1  0.453
2000 Kon H, Ishihara K, Tsukamoto Y, Nakazawa H, Masuo T, Hara K. Large-scale model tests on the earth pressure of the geogrid reinforced sand with EPS blocks installed immediately behind the wall Geosynthetics Engineering Journal. 15: 158-165. DOI: 10.5030/Jcigsjournal.15.158  0.34
2000 Cubrinovski M, Ishihara K. Flow Potential Of Sandy Soils With Different Grain Compositions Soils and Foundations. 40: 103-119. DOI: 10.3208/Sandf.40.4_103  0.382
2000 Tsukamoto Y, Ishihara K, Yamamoto M, Harada K, Yabe H. Soil densification due to static sand pile installation for liquefaction remediation Soils and Foundations. 40: 9-20. DOI: 10.3208/Sandf.40.2_9  0.503
2000 Gutierrez M, Ishihara K. Non-coaxiality and energy dissipation in granular materials Soils and Foundations. 40: 49-59. DOI: 10.3208/Sandf.40.2_49  0.635
2000 Meneses-Loja J, Ishihara K, Towhata I. Flow Failure of Saturated Sand under Simultaneous Monotonic and Cyclic Stresses Journal of Geotechnical and Geoenvironmental Engineering. 126: 131-138. DOI: 10.1061/(Asce)1090-0241(2000)126:2(131)  0.511
1999 Cubrinovski M, Ishihara K. Empirical Correlation Between Spt N-Value And Relative Density For Sandy Soils Soils and Foundations. 39: 61-71. DOI: 10.3208/Sandf.39.5_61  0.333
1999 Tsukamoto Y, Ishihara K, Higuchi T, Aoki H. Influence of Geogrid Reinforcement on Lateral Earth Pressures Against Model Retaining Walls Geosynthetics International. 6: 195-218. DOI: 10.1680/Gein.6.0150  0.371
1998 Tsukamoto Y, Ishihara K, Nonaka T. Undrained Deformation And Strength Characteristics Of Soils From Reclaimed Deposits In Kobe Soils and Foundations. 38: 47-55. DOI: 10.3208/Sandf.38.Special_47  0.412
1998 Ishihara K, Cubrinovski M, Nonaka T. Characterization of Undrained Behaviour of Soils in the Reclaimed Area of Kobe Soils and Foundations. 38: 33-46. DOI: 10.3208/Sandf.38.Special_33  0.399
1998 Cubrinovski M, Ishihara K. State Concept And Modified Elastoplasticity For Sand Modelling Soils and Foundations. 38: 213-225. DOI: 10.3208/Sandf.38.4_213  0.452
1998 Meneses J, Ishihara K, Towhata I. Effects Of Superimposing Cyclic Shear Stress On The Undrained Behavior Of Saturated Sand Under Monotonic Loading Soils and Foundations. 38: 115-127. DOI: 10.3208/Sandf.38.4_115  0.517
1998 Yoshimine M, Ishihara K. Flow Potential Of Sand During Liquefaction Soils and Foundations. 38: 189-198. DOI: 10.3208/Sandf.38.3_189  0.404
1998 Yoshimine M, Ishihara K, Vargas W. Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand. Soils and Foundations. 38: 179-188. DOI: 10.3208/Sandf.38.3_179  0.503
1998 Cubrinovski M, Ishihara K. Modelling of sand behaviour based on state concept Soils and Foundations. 38: 115-127. DOI: 10.3208/Sandf.38.3_115  0.427
1998 Higuchi T, Ishihara K, Tsukamoto Y, Masuo T. Deformation and Strength of Geogrid-Reinforced Granular Soil at Plane Strain Conditions Soils and Foundations. 38: 221-227. DOI: 10.3208/Sandf.38.221  0.397
1997 Zlatovic S, Ishihara K. Normalized behavior of very loose non-plastic soils: Effects of fabric Soils and Foundations. 37: 47-56. DOI: 10.3208/Sandf.37.4_47  0.484
1996 Yasuda S, Ishihara K, Harada K, Shinkawa N. Effect Of Soil Improvement On Ground Subsidence Due To Liquefaction Soils and Foundations. 36: 99-107. DOI: 10.3208/Sandf.36.Special_99  0.367
1996 Ishihara K, Yasuda S, Nagase H. Soil Characteristics And Ground Damage Soils and Foundations. 36: 109-118. DOI: 10.3208/Sandf.36.Special_109  0.415
1996 Verdugo R, Ishihara K. The Steady State Of Sandy Soils Soils and Foundations. 36: 81-91. DOI: 10.3208/Sandf.36.2_81  0.413
1993 Gutierrez M, Ishihara K, Towhata I. Model For The Deformation Of Sand During Rotation Of Principal Stress Directions Soils and Foundations. 33: 105-117. DOI: 10.3208/Sandf1972.33.3_105  0.651
1993 Ishihara K, Acacio AA, Towhata I. Liquefaction-Induced Ground Damage In Dagupan In The July 16, 1990 Luzon Earthquake Soils and Foundations. 33: 133-154. DOI: 10.3208/Sandf1972.33.133  0.383
1992 Ishihara K, Haeri SM, Moinfar AA, Towhata I, Tsujino S. Geotechnical aspects of the June 20, 1990 Manjil earthquake in Iran. Soils and Foundations. 32: 61-78. DOI: 10.3208/Sandf1972.32.3_61  0.312
1992 Ishihara K, Yoshimine M. Evaluation Of Settlements In Sand Deposits Following Liquefaction During Earthquakes Soils and Foundations. 32: 173-188. DOI: 10.3208/Sandf1972.32.173  0.378
1991 Gutierrez M, Ishihara K, Towhata I. Flow Theory For Sand During Rotation Of Principal Stress Direction Soils and Foundations. 31: 121-132. DOI: 10.3208/Sandf1972.31.4_121  0.631
1991 Kuwano J, Ishihara K, Haya H, Izu F. Analysis On Permanent Deformation Of Embankments Caused By Earthquakes Soils and Foundations. 31: 97-110. DOI: 10.3208/Sandf1972.31.3_97  0.46
1991 Kabilamany K, Ishihara K. Cyclic behaviour of sand by the multiple shear mechanism model Soil Dynamics and Earthquake Engineering. 10: 74-83. DOI: 10.1016/0267-7261(91)90037-Z  0.456
1990 Pradel D, Ishihara K, Gutierrez M. Yielding And Flow Of Sand Under Principal Stress Axes Rotation Soils and Foundations. 30: 87-99. DOI: 10.3208/Sandf1972.30.87  0.489
1990 Ishihara K, Okusa S, Oyagi N, Ischuk A. Liquefaction-Induced Flow Slide in the Collapsible Loess Deposit in Soviet Tajik Soils and Foundations. 30: 73-89. DOI: 10.3208/Sandf1972.30.4_73  0.36
1990 Ishihara K, Yasuda S, Yoshida Y. Liquefaction-Induced Flow Failure Of Embankments And Residual Strength Of Silty Sands Soils and Foundations. 30: 69-80. DOI: 10.3208/Sandf1972.30.3_69  0.412
1990 Alhunaidi MO, Towhata I, Ishihara K. Modification Of Seismic Input For Fully Discretized Models Soils and Foundations. 30: 114-118. DOI: 10.3208/Sandf1972.30.2_114  0.329
1990 Kabilamany K, Ishihara K. Stress dilatancy and hardening laws for rigid granular model of sand Soil Dynamics and Earthquake Engineering. 9: 66-77. DOI: 10.1016/S0267-7261(05)80020-X  0.482
1989 Ishihara K, Muroi T, Towhata I. In-situ pore water pressures and ground motions during the 1987 Chiba-Toho-Oki earthquake Soils and Foundations. 29: 75-90. DOI: 10.3208/Sandf1972.29.4_75  0.327
1988 Nagase H, Ishihara K. Liquefaction-Induced Compaction and Settlement of Sand During Earthquakes Soils and Foundations. 28: 65-76. DOI: 10.3208/Sandf1972.28.65  0.443
1988 Kuwano J, Ishihara K. Analysis Of Permanent Deformation Of Earth Dams Due To Earthquakes Soils and Foundations. 28: 41-55. DOI: 10.3208/Sandf1972.28.41  0.501
1988 Ishihara K, Nagase H. Multi-directional irregular loading tests on sand Soil Dynamics and Earthquake Engineering. 7: 201-212. DOI: 10.1016/S0267-7261(88)80004-6  0.497
1988 Towhata I, Pradel DE, Ishihara K. Plasticity Approach to Sand Behaviour under Principal Stress Axes Rotation Studies in Applied Mechanics. 20: 191-200. DOI: 10.1016/B978-0-444-70523-5.50029-1  0.484
1987 Ishihara K, Anazawa Y, Kuwano J. Pore Water Pressures And Ground Motions Monitored During The 1985 Chiba-Ibaragi Earthquake Soils and Foundations. 27: 13-30. DOI: 10.3208/Sandf1972.27.3_13  0.334
1987 Nagase H, Ishihara K. Effects of load irregularity on the cyclic behaviour of sand Soil Dynamics and Earthquake Engineering. 6: 239-249. DOI: 10.1016/0267-7261(87)90005-4  0.489
1986 Ishihara K, Hsu H. Considerations For Landslides In Natural Slopes Triggered By Earthquakes Doboku Gakkai Ronbunshu. 1986: 1-16. DOI: 10.2208/Jscej.1986.376_1  0.308
1985 Ishihara K, Yamazaki A, Haga K. Liquefaction Of K0-Consolidated Sand Under Cyclic Rotation Of Principal Stress Direction With Lateral Constraint Soils and Foundations. 25: 63-74. DOI: 10.3208/Sandf1972.25.4_63  0.51
1985 Towhata I, Ishihara K. Shear Work And Pore Water Pressure In Undrained Shear Soils and Foundations. 25: 73-84. DOI: 10.3208/Sandf1972.25.3_73  0.501
1985 Towhata I, Ishihara K. Undrained Strength Of Sand Undergoing Cyclic Rotation Of Principal Stress Axes Soils and Foundations. 25: 135-147. DOI: 10.3208/Sandf1972.25.2_135  0.541
1984 Ishihara K, Perlea V. Liquefaction-Associated Ground Damage During The Vrancea Earthquake Of March 4,1977 Soils and Foundations. 24: 90-112. DOI: 10.3208/Sandf1972.24.90  0.383
1984 Ishihara K, Yamazaki A. Analysis Of Wave-Induced Liquefaction In Seabed Deposits Of Sand Soils and Foundations. 24: 85-100. DOI: 10.3208/Sandf1972.24.3_85  0.494
1983 Yamada Y, Ishihara K. Undrained Deformation Characteristics Of Sand In Multi-Directional Shear Soils and Foundations. 23: 61-79. DOI: 10.3208/Sandf1972.23.61  0.531
1983 Ishihara K, Towhata I. Sand Response To Cyclic Rotation Of Principal Stress Directions As Induced By Wave Loads Soils and Foundations. 23: 11-26. DOI: 10.3208/Sandf1972.23.4_11  0.523
1983 Ishihara K, Nagao A. Analysis Of Landslides During The 1978 Izu-Ohshima-Kinkai Earthquake Soils and Foundations. 23: 19-37. DOI: 10.3208/Sandf1972.23.19  0.511
1982 Yamada Y, Ishihara K. Yielding Of Loose Sand In Three-Dimensional Stress Conditions Soils and Foundations. 22: 15-31. DOI: 10.3208/Sandf1972.22.3_15  0.426
1982 Ishihara K, Okada S. Effects Of Large Preshearing On Cyclic Behavior Of Sand Soils and Foundations. 22: 109-125. DOI: 10.3208/Sandf1972.22.3_109  0.437
1981 Yamada Y, Ishihara K. Undrained Deformation Characteristics of Loose Sand Under Three-Dimensional Stress Conditions Soils and Foundations. 21: 97-107. DOI: 10.3208/Sandf1972.21.97  0.518
1981 Ishihara K, Shimizu K, Yamada Y. Pore Water Pressures Measured In Sand Deposits During An Earthquake Soils and Foundations. 21: 85-100. DOI: 10.3208/Sandf1972.21.4_85  0.356
1981 Ishihara K, Koga Y. Case Studies Of Liquefaction In The 1964 Niigata Earthquake Soils and Foundations. 21: 35-52. DOI: 10.3208/Sandf1972.21.3_35  0.404
1980 Ishihara K, Troncoso J, Kawase Y, Takahashi Y. Cyclic strength characteristics of tailings materials. Soils and Foundations. 20: 127-142. DOI: 10.3208/Sandf1972.20.4_127  0.364
1980 Ishihara K, Yamazaki F. Cyclic Simple Shear Tests On Saturated Sand In Multi-Directional Loading Soils and Foundations. 20: 45-59. DOI: 10.3208/Sandf1972.20.45  0.499
1980 Ishihara K, Kawase Y, Nakajima M. Liquefaction Characteristics Of Sand Deposits At An Oil Tank Site During The 1978 Miyagiken-Oki Earthquake Soils and Foundations. 20: 97-111. DOI: 10.3208/Sandf1972.20.2_97  0.354
1979 Ishihara K, Takatsu H. Effects Of Overconsolidation And K0 Conditions On The Liquefaction Characteristics Of Sands Soils and Foundations. 19: 59-68. DOI: 10.3208/Sandf1972.19.4_59  0.348
1979 Ishihara K, Silver ML, Kitagawa H. Cyclic Strength Of Undisturbed Sands Obtained By A Piston Sampler Soils and Foundations. 19: 61-76. DOI: 10.3208/Sandf1972.19.3_61  0.485
1979 Yamada Y, Ishihara K. Anisotropic Deformation Characteristics Of Sand Under Three Dimensional Stress Conditions Soils and Foundations. 19: 79-94. DOI: 10.3208/Sandf1972.19.2_79  0.51
1978 Ishihara K, Okada S. Yielding of Overconsolidated Sand and Liquefaction Model under Cyclic Stresses Soils and Foundations. 18: 57-72. DOI: 10.3208/Sandf1972.18.57  0.533
1978 Ishihara K, Silver ML, Kitagawa H. Cyclic Strengths of Undisturbed Sands Obtained by Large Diameter Sampling Soils and Foundations. 18: 61-76. DOI: 10.3208/Sandf1972.18.4_61  0.433
1978 Ishihara K, Okada S. Effects of Stress History on Cyclic Behavior of Sand Soils and Foundations. 18: 31-45. DOI: 10.3208/Sandf1972.18.4_31  0.489
1978 Ishihara K, Sodekawa M, Tanaka Y. Effects of Overconsolidation on Liquefaction Characteristics of Sands Containing Fines Astm Special Technical Publications. 246-264. DOI: 10.1520/Stp35680S  0.425
1977 Ishihara K. Simple Method of Analysis for Liquefaction of Sand Deposits During Earthquakes Soils and Foundations. 17: 1-17. DOI: 10.3208/Sandf1972.17.3_1  0.469
1976 Ishihara K, Watanabe T. Sand Liquefaction Through Volume Decrease Potential Soils and Foundations. 16: 61-70. DOI: 10.3208/Sandf1972.16.4_61  0.396
1976 Ishihara K, Lysmer J, Yasuda S, Hirao H. Prediction of liquefaction in sand deposits during earthquakes. Soils and Foundations. 16: 1-16. DOI: 10.3208/Sandf1972.16.1  0.412
1975 Ishihara K, Yasuda S. Sand Liquefaction In Hollow Cylinder Torsion Under Irregular Excitation Soils and Foundations. 15: 45-59. DOI: 10.3208/Sandf1972.15.45  0.453
1975 Ishihara K, Tatsuoka F, Yasuda S. Undrained Deformation and Liquefaction of Sand under Cyclic Stresses Soils and Foundations. 15: 29-44. DOI: 10.3208/Sandf1972.15.29  0.514
1974 Tatsuoka F, Ishihara K. Drained Deformation Of Sand Under Cyclic Stresses Reversing Direction Soils and Foundations. 14: 51-65. DOI: 10.3208/Sandf1972.14.3_51  0.507
1974 Tatsuoka F, Ishihara K. Yielding of Sand in Triaxial Compression Soils and Foundations. 14: 63-76. DOI: 10.3208/Sandf1972.14.2_63  0.465
1972 Ishihara K, Yasuda S. Sand Liquefaction Due To Irregular Excitation Soils and Foundations. 12: 65-77. DOI: 10.3208/Sandf1972.12.4_65  0.456
1972 Ishihara K, Li S. Liquefaction Of Saturated Sand In Triaxial Torsion Shear Test Soils and Foundations. 12: 19-39. DOI: 10.3208/Sandf1972.12.19  0.512
1970 Ishihara K. Approximate Forms Of Wave Equations For Water-Saturated Porous Materials And Related Dynamic Modulus Soils and Foundations. 10: 10-38. DOI: 10.3208/Sandf1960.10.4_10  0.318
1970 Ishihara K. Relations Between Process Of Cutting And Uniqueness Of Solutions Soils and Foundations. 10: 50-65. DOI: 10.3208/Sandf1960.10.3_50  0.341
1967 Ishihara K. Vibration Behavior of a Sand Layer Resting upon Inclined Firm Underground Boundaries Soils and Foundations. 7: 15-30. DOI: 10.3208/Sandf1960.7.15  0.341
1966 Ishihara K. A Study On Stresses In Two-Layer Viscoelastic System And Its Applications To Pavement Problems Transactions of the Japan Society of Civil Engineers. 1966: 1-10. DOI: 10.2208/Jscej1949.1966.133_1  0.35
1965 Ishihara K. Effect Of Rate Of Loading On The Modulus Of Deformation Of Materials Exhibiting Viscoelastic Behaviors Transactions of the Japan Society of Civil Engineers. 1965: 35-50. DOI: 10.2208/Jscej1949.1965.117_35  0.331
1964 Ishihara K. Vertical Stresses In Elastic Two-Layer Systems Transactions of the Japan Society of Civil Engineers. 1964: 7-16. DOI: 10.2208/Jscej1949.1964.102_7  0.42
1962 Ishihara K. The General Theory Of Stresses And Displacements In Two-Layer Viscoelastic Systems Soils and Foundations. 2: 51-68. DOI: 10.3208/Sandf1960.2.2_51  0.311
1960 Ishihara K. Stress Distribution In Two Layer Soil System Transactions of the Japan Society of Civil Engineers. 1960: 32-40. DOI: 10.2208/Jscej1949.1960.68_32  0.39
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