Kohji Tokimatsu
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Engineering
Kohji Tokimatsu's Degrees
- PhD Civil Engineering Kyushu University
- Masters Civil Engineering Kyushu University
- Bachelors Civil Engineering Kyushu University
Why Is Kohji Tokimatsu Influential?
(Suggest an Edit or Addition)Kohji Tokimatsu's Published Works
Number of citations in a given year to any of this author's works
Total number of citations to an author for the works they published in a given year. This highlights publication of the most important work(s) by the author
Published Works
- Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations (1985) (1295)
- Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils (1986) (1036)
- STANDARD PENETRATION TEST-BASED PROBABILISTIC AND DETERMINISTIC ASSESSMENT OF SEISMIC SOIL LIQUEFACTION POTENTIAL (2004) (576)
- Simplified procedures for the evaluation of settlements in sands due to earthquake shaking (1987) (507)
- S-Wave Velocity Profiling by Inversion of Microtremor H/V Spectrum (2004) (341)
- Effects of Multiple Modes on Rayleigh Wave Dispersion Characteristics (1992) (326)
- EMPIRICAL CORRELATION OF SOIL LIQUEFACTION BASED ON SPT N-VALUE AND FINES CONTENT (1983) (292)
- Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential (2013) (241)
- S-Wave Velocity Profiling by Joint Inversion of Microtremor Dispersion Curve and Horizontal-to-Vertical (H/V) Spectrum (2005) (233)
- BUILDING DAMAGE ASSOCIATED WITH GEOTECHNICAL PROBLEMS (1996) (192)
- Effects of Liquefaction-induced Ground Displacements on Pile Performance in the 1995 Hyogoken-Nambu Earthquake (1998) (192)
- LIQUEFACTION RESISTANCE OF A PARTIALLY SATURATED SAND (1989) (176)
- Effects of inertial and kinematic interaction on seismic behavior of pile with embedded foundation (2005) (166)
- Settlement of Buildings on Saturated Sand During Earthquakes (1977) (131)
- Use of Short‐Period Microtremors for Vs Profiling (1992) (119)
- Elastic and Large-Strain Nonlinear Seismic Site Response from Analysis of Vertical Array Recordings (2013) (107)
- Building damage associated with geotechnical problems in the 2011 Tohoku Pacific Earthquake (2012) (106)
- UNDRAINED CYCLIC SHEAR STRENGTH OF A DENSE NIIGATA SAND (1984) (106)
- CORRELATION BETWEEN LIQUEFACTION RESISTANCE AND SHEAR WAVE VELOCITY (1990) (95)
- EVALUATION OF LIQUEFACTION RESISTANCE OF CLEAN SANDS BASED ON HIGH-QUALITY UNDISTURBED SAMPLES (1989) (88)
- Soil Liquefaction Evaluations by Elastic Shear Moduli (1986) (77)
- Soil Liquefaction–Induced Uplift of Underground Structures: Physical and Numerical Modeling (2014) (75)
- New charts for predicting large residual post-liquefaction ground deformation (1998) (69)
- Evaluation of Earth Pressure Under Any Lateral Deformation (1998) (68)
- Vs Determination from Steady State Rayleigh Wave Method (1991) (65)
- Effects of Lateral Ground Movements on Failure Patterns of Piles in the 1995 Hyogoken-Nambu Earthquake (1998) (58)
- PORE WATER PRESSURE RESPONSE AROUND PILE AND ITS EFFECTS ON P-Y BEHAVIOR DURING SOIL LIQUEFACTION (2004) (56)
- EFFECTS OF SAMPLE DISTURBANCE ON DYNAMIC PROPERTIES OF SAND (1986) (56)
- Liquefaction at Strong Motion Stations and in Urayasu City during the 2011 Tohoku-Oki Earthquake (2013) (53)
- Shaking table tests on the lateral response of a pile buried in liquefied sand (2006) (52)
- METHODS FOR EVALUATING RESIDUAL POST-LIQUEFACTION GROUND SETTLEMENT AND HORIZONTAL DISPLACEMENT (1998) (52)
- LIQUEFACTION-INDUCED DAMAGE TO BUILDINGS IN 1990 LUZON EARTHQUAKE. DISCUSSION AND CLOSURE (1994) (51)
- Liquefaction-Induced Lateral Load on Pile in a Medium Dr Sand Layer (2009) (51)
- EFFECTS OF RAYLEIGH AND LOVE WAVES ON MICROTREMOR H / V SPECTRA (1999) (48)
- Seismic Performance and Simulation of Pile Foundations in Liquefied and Laterally Spreading Ground (2005) (47)
- Geotechnical aspects of damage in Adapazari City during 1999 Kocaeli, Turkey earthquake (2001) (46)
- Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: Shaking in the direction perpendicular to ground flow (2008) (45)
- STATIC SHEAR AND LIQUEFACTION POTENTIAL (1981) (43)
- Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments (2019) (42)
- Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: Shaking in the direction of ground flow (2008) (42)
- A LIQUEFACTION TEST WITHOUT MEMBRANE PENETRATION EFFECTS (1986) (41)
- Effects of air bubbles on B-value and P-wave velocity of a partly saturated sand (2002) (40)
- Back calculated p-y relation of liquefied soils from large shaking table tests (2001) (40)
- Moving Critical and Phase-Transformation Stress State Lines of Saturated Sand During Undrained Cyclic Shear (1997) (40)
- Investigation and Analysis of a Pile Foundation Damaged by Liquefaction during the 1995 Hyogoken-Nambu Earthquake (1998) (37)
- ONE-DIMENSIONAL VOLUME CHANGE CHARACTERISTICS OF SANDS UNDER VERY LOW CONFINING STRESSES (1975) (37)
- CHARACTERISTICS OF RAYLEIGH WAVES IN MICROTREMORS AND THEIR RELATION TO UNDERGROUND STRUCTURES (1992) (35)
- FAILURE AND DEFORMATION MODES OF PILES DUE TO LIQUEFACTION-INDUCED LATERAL SPREADING IN 1995 HYOGOKEN-NAMBU EARTHQUAKE (1997) (34)
- Field Case Histories for SPT-Based In Situ Liquefaction Potential Evaluation (2000) (33)
- A SIMPLIFIED CORRECTION FOR MEMBRANE COMPLIANCE IN LIQUEFACTION TESTS (1987) (33)
- Collapse of Showa Bridge during 1964 Niigata Earthquake: a quantitative reappraisal on the failure mechanisms (2014) (32)
- Evaluation of Liquefaction Resistance of Sand Improved by Deep Vibratory Compaction (1990) (32)
- Penetration tests for dynamic problems (1990) (31)
- Correlation between CPT Data and Dynamic Properties of In Situ Frozen Samples (1995) (31)
- Seismic Earth Pressure Theory for Retaining Walls Under any Lateral Displacement (1998) (31)
- Liquefaction Potential Evaluation Based on Rayleigh Wave Investigation and Its Comparison with Field Behavior (1991) (29)
- Seismic Earth Pressure Acting on Embedded Footing Based on Large-Scale Shaking Table Tests (2005) (29)
- Global Shear Wave Velocity Database for Probabilistic Assessment of the Initiation of Seismic-Soil Liquefaction (2004) (24)
- CORRELATION BETWEEN STRENGTHS AND PENETRATION RESISTANCES FOR GRAVELLY SOILS (1993) (23)
- Analyses of Damaged and Undamaged Pile Foundations in Liquefied Soils During the 1995 Kobe Earthquake (1998) (22)
- PEER-NGL project: Open source global database and model development for the next-generation of liquefaction assessment procedures (2016) (21)
- Probabilistic Liquefaction Triggering Based on the Cone Penetration Test (2005) (19)
- Field Correlation of Soil Liquefaction with SPT and Grain Size (1981) (19)
- Three‐dimensional VS profiling using microtremors in Kushiro, Japan (2008) (18)
- Comparison of Equivalent Linear and Nonlinear Site Response Analysis Results and Model to Estimate Maximum Shear Strain (2015) (18)
- Factors affecting stress distribution of a 3×3 pile group in dry sand based on three-dimensional large shaking table tests (2014) (16)
- Lateral load on piles due to liquefaction-induced lateral spreading during one-g shake table experiments (2006) (16)
- SYSTEM COMPLIANCE CORRECTION FROM PORE PRESSURE RESPONSE IN UNDRAINED CYCLIC TRIAXIAL TESTS (1990) (15)
- Investigation of the M6.6 Niigata-Chuetsu Oki, Japan, earthquake of July 16, 2007 (2007) (15)
- Lateral spreading near deep foundations and influence of soil permeability (2017) (15)
- Wireless Real Time Monitoring of Soil and Soil-Structure Systems (2007) (14)
- Geoengineering and Seismological Aspects of the Niigata-Ken Chuetsu-Oki Earthquake of 16 July 2007 (2009) (14)
- Erratum for “Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential” by R. Kayen, R. E. S. Moss, E. M. Thompson, R. B. Seed, K. O. Cetin, A. Der Kiureghian, Y. Tanaka, and K. Tokimatsu (2014) (14)
- Floatation of Underground Structures during the Mw 9 . 0 Tōhoku Earthquake of 11 th March 2011 (2012) (14)
- Nonlinear Soil Properties Estimated from Strong Motion Accelerograms (1981) (14)
- Seismic soil-pile-structure interaction based on large shaking table tests (2009) (14)
- BUCKLING STRESS OF SLENDER PILE WITH LATERAL DISPLACEMENT AT THE PILE HEAD IN LIQUEFIED SOIL (2007) (12)
- Factor Affecting Horizontal Subgrade Reaction of Piles during Soil Liquefaction and Lateral Spreading (2005) (12)
- EFFECTS OF MULTIPLE MODES ON RAYLEIGH WAVE DISPERSION CHARACTERISTICS. AUTHORS' CLOSURE (1994) (12)
- Liquefaction-induced settlement and tilting of buildings with shallow foundations based on field and laboratory observation (2019) (12)
- LIQUEFACTION OF SAND DUE TO MULTIDIRECTIONAL CYCLIC SHEAR (1982) (11)
- SPT Practice Survey and Comparative Tests (1983) (11)
- EFFECTS OF GROUND DEFORMATION ON PILE STRESSES DURING SOIL LIQUEFACTION (1991) (10)
- Cyclic Critical Stress States of Sand with Nonfrictional Effects (1999) (10)
- Field investigation and analysis study of damaged pile foundation during the 2003 Tokachi-oki Earthquake (2005) (10)
- CORRELATIONS BETWEEN CPT DATA AND SOIL CHARACTERISTICS OBTAINED FROM SPT (2003) (9)
- Effects of nonlinear properties of surface soils on strong ground motions recorded in Ojiya during 2004 Mid Niigata Prefecture earthquake (2006) (9)
- DEEP SHEAR-WAVE STRUCTURE AND EARTHQUAKE GROUND MOTION CHARACTERISTICS IN SUMIYOSHI AREA, KOBE CITY, BASED ON MICROTREMOR MEASUREMENTS (1997) (9)
- BUCKLING STRESS OF STEEL PILE WITH VERTICAL LOAD IN LIQUEFIED SOIL (2005) (9)
- Soil-Pile-Structure Interaction During Liquefaction (1991) (9)
- Geotechnical Problems in the 2011 Tohoku Pacific Earthquakes (2013) (9)
- CPT-Based Liquefaction Field Case Histories from the 1995 Hyogoken-Nambu (Kobe) Earthquake, Japan (2003) (9)
- CONTRIBUTION OF RAYLEIGH AND BODY WAVES TO DISPLACEMENT INDUCED BY A BURIED VERTICAL POINT FORCE IN A LAYERED ELASTIC HALF-SPACE (1995) (9)
- HORIZONTAL-TO-VERTICAL AMPLITUDE RATIO OF SHORT-PERIOD MICROTREMORS AND ITS RELATION TO SITE CHARACTERISTICS (1994) (8)
- Collapse of Showa Bridge Revisited (2013) (8)
- Preliminary Report on the Geotechnical Aspects of the Philippine Earthquake of July 16, 1990 (1991) (8)
- EFFECTS OF RAYLEIGH TO LOVE WAVE AMPLITUDE RATIO ON MICROTREMOR HORIZONTAL-TO-VERTICAL SPECTRAL RATIO (1998) (8)
- Effects of inertial and kinematic interaction on seismic behavior of pile foundations based on large shaking table tests (2005) (8)
- SOIL NONLINEARITY AND BEDROCK STRONG MOTIONS ESTIMATED FROM DOWNHOLE ARRAY RECORDS AT KASHIWAZAKI-KARIWA NUCLEAR POWER PLANT DURING THE 2007 NIIGATA-KEN CHUETSU-OKI (2008) (8)
- Effects of cyclic vertical loading on bearing and pullout capacities of piles with continuous helix wing (2017) (7)
- Two-Dimensional Shear Wave Structure and Ground Motion Characteristics in Kobe Based on Microtremor Measurements (1998) (7)
- Tsunami-Induced Overturning of Buildings in Onagawa during the 2011 Tohoku Earthquake (2016) (7)
- SOIL-PILE-STRUCTURE INTERACTION IN LIQUEFIABLE GROUND THROUGH MULTI-DIMENSIONAL SHAKING TABLE TESTS USING E-DEFENSE FACILITY (2008) (7)
- CENTRIFUGE TESTS OF IMPULSIVE VERTICAL ACCELERATION GENERATED BY FOUNDATION UPLIFT DURING STRONG SHAKING (2011) (6)
- FORMULATION OF A PRACTICAL METHOD FOR THREE DIMENSIONAL EARTHQUAKE RESPONSE ANALYSIS OF EMBANKMENT DAMS (1983) (6)
- A SIMPLE STRESS-STRAIN RELATION BASED ON STRESS-PATH BEHAVIOR IN STRAIN-PATH CONTROLLED TRIAXIAL TESTS (2003) (6)
- Preliminary Observations on the Niigata-Chuetsu Oki, Japan, Earthquake of July 16, 2007 (2007) (5)
- A Review of Large-Scale Testing Facilities in Geotechnical Earthquake Engineering (2007) (5)
- CORRELATION BETWEEN SOIL LIQUEFACTION DURING EARTHQUAKE AND CPT DATA (2003) (5)
- NONLINEAR SOIL PROPERTIES ESTIMATED FROM DOWNHOLE ARRAY RECORDINGS AT KASHIWAZAKI-KARIWA NUCLEAR POWER PLANT IN THE NIIGATA-KEN CHUETSU-OKI EARTHQUAKES (2008) (5)
- 3-D numerical simulation of shake-table tests on piles subjected to lateral spreading (2005) (5)
- EFFECTS OF DYNAMIC PROPERTIES OF PEAT ON STRONG GROUND MOTIONS DURING 2004 MID NIIGATA PREFECTURE EARTHQUAKE (2007) (5)
- RELATION BETWEEN SEISMIC EARTH PRESSURE ACTING ON EMBEDDED FOOTING AND INERTIAL FORCE BASED ON LIQUEFACTION TEST USING LARGE SCALE SHEAR BOX (2002) (5)
- DUCTILITY CRITERION FOR EVALUATING REMEDIAL MEASURES TO INCREASE LIQUEFACTION RESISTANCE OF SANDS (1991) (5)
- BUCKLING STRESS OF SLENDER PILES WITH ROTATIONAL RESTRAINT AT THE PILE HEAD IN LIQUEFIED SOIL (2009) (5)
- Geotechnical Problems in the 2007 Niigata-ken Chuetsu-oki Earthquake (2008) (4)
- RELATIONSHIP BETWEEN DISPLACEMENT AND SUBGRADE REACTION BASED ON LATERAL LOADING TESTS OF STEEL PIPE PILE (2002) (4)
- Dynamic centrifuge model test of pile-supported building with semi-rigid pile head connections in liquefiable soil (2012) (4)
- APPLICABILITY OF A ONE-DIMENSIONAL EFFECTIVE STRESS ANALYSIS TO AN EXISTING SOIL DEPOSIT (1992) (4)
- Strain-Dependent Soil Properties Estimated from Downhole Array Recordings at Kashiwazaki-Kariwa Nuclear Power Plant during the 2007 Niigata-Ken Chuetsu-Oki Earthquake (2008) (4)
- Numerical evaluation of pile group effect of a composite group (2018) (4)
- Effects of Soil-Structure Interaction on Stress Distribution within a Pile Group under Multi-Dimensional Loading (2010) (4)
- Quantitative Analysis of Economy and Environmental Adaptability of Tokamak Fusion Power Reactors (1998) (4)
- Pile Response Characteristics of Liquefied Soil Layers in Shaking table Tests of a Large Scale Laminar Shear Box (2001) (4)
- INVESTIGATION ON PILE FOUNDATIONS OF HIGH-RISE BUILDINGS INCLINED LARGELY IN THE HYOGOKEN-NAMBU EARTHQUAKE (1999) (4)
- CORRELATIONS BETWEEN CPT DATA AND LIQUEFACTION RESISTANCE OF IN SITU FROZEN SAMPLES (2003) (4)
- Ultimate Response of Superstructure Supported by Spread Foundation During Strong Earthquakes (2012) (3)
- EVALUATION OF SEISMIC EARTH PRESSURE ACTING ON EMBEDDED FOOTING BASED ON LIQUEFACTION TEST USING LARGE SCALE SHEAR BOX (2003) (3)
- MODELING OF HORIZONTAL SUBGRADE REACTION OF PILE DURING SOIL LIQUEFACTION BASED ON LARGE SHAKING TABLE TESTS (2002) (3)
- Earth Pressures on Rigid Walls During Earthquakes (1998) (3)
- EVALUATION OF LATERAL SUBGRADE REACTION OF PILE DURING SOIL LIQUEFACTION BASED ON LARGE SHAKING TABLE TESTS (2002) (3)
- EXPERIMENTAL AND NUMERICAL STUDY ON INFLUENCE OF OVERTURNING MOMENT ON LATERAL LOAD DISTRIBUTION WITHIN A PILE GROUP (2015) (3)
- EFFECTS OF ALTERNATELY CYCLIC VERTICAL LOADING ON BEARING CAPACITY AND PULL-OUT RESISTANCE OF A PILE WITH OR WITHOUT A WING PLATE (2012) (3)
- Comparison of Current Japanese Design Specifications for Pile Foundations in Liquefiable and Laterally Spreading Ground (2005) (3)
- PRACTICAL EVALUATION FOR SOIL RESPONSE AND PILE STRESS IN A LIQUEFIABLE SITE USING RESPONSE SPECTRUM METHOD(Structures) (2004) (2)
- EFFECTS OF NONLINEAR SITE AMPLIFICATION CHARACTERISTICS ON DAMAGE TO WOODEN HOUSES IN OJIYA DURING THE 2004 MID NIIGATA PREFECTURE EARTHQUAKE (2007) (2)
- Practical effective stress-strain model of sand considering cyclic mobility behavior (2008) (2)
- STRAIN-DEPENDENT DYNAMIC PROPERTIES OF SURFACE SOILS ESTIMATED FROM STRONG-MOTION ACCELEROGRAMS (1988) (2)
- Bearing Capacity and Pull-Out Resistance of Wing Piles During Cyclic Vertical Loading (2015) (2)
- Horizontal Residual Post-Liquefaction Deformation of Level Ground (1998) (2)
- Closure to “Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential” by K. Onder Cetin, Raymond B. Seed, Armen Der Kiureghian, Kohji Tokimatsu, Leslie F. Harder Jr., Robert E. Kayen, and Robert E. S. Moss (2006) (2)
- CORRELATION BETWEEN SOIL LIQUEFACTION DURING EARTHQUAKE AND SHEAR WAVE VELOCITY (2004) (2)
- Estimation of Local Site Conditions in Kushiro City Based on Array Observation of Microtremors (1995) (2)
- SEISMIC PERFORMANCE OF PILE FOUNDATION WITH SEMI-RIGID PILE HEAD CONNECTIONS IN LIQUEFIABLE SOIL (2013) (2)
- CHARCTERISTICS OF SURFACE WAVES IN SHORT-PERIOD MICROTREMORS AND THEIR RELATOIN TO SHEAR-WAVE STRUCTURES (1995) (2)
- A simplified model to estimate non-liquefiable NEHRP F site design spectra (2018) (2)
- LARGE-SCALE CYCLIC SHEAR BIN TO EVALUATE METHODS FOR MITIGATING LIQUEFACTION HAZARD (1986) (2)
- ULTIMATE VERTICAL STRENGTH AND ULTIMATE FLEXURAL MOMENT OF STEEL PILE SUBJECTED TO VERTICAL AND HORIZONTAL LOAD IN LIQUEFIED SUBGRADE (2012) (2)
- Damage to Soils and Foundation (2012) (2)
- SHALLOW SHEAR-WAVE STRUCTURE AND ITS EFFECTS ON BUILDING DAMAGE AT STRONG MOTION STATIONS IN TAIWAN BASED ON MICROTREMOR MEASUREMENTS (2001) (2)
- INVERSION OF RAYLEIGH WAVE DISPERSION CURVE IN CONSIDERATION OF HIGHER MODES AND PARTICLE ORBITS (1992) (1)
- PRACTICAL THREE-DIMENSIONAL EFFECTIVE STRESS ANALYSIS CONSIDERING CYCLIC MOBILITY BEHAVIOR (2008) (1)
- Centrifuge Tests and Simple Analyses for Seismic Soil-Structure Interaction (2010) (1)
- MODEL TESTS ON INSTALLATION AND SKIN BEARING CAPACITY OF SCREWED STEEL PILE WITH SPIRAL WINGS (2014) (1)
- PERFORMANCE OF THREE DIFFERENT PILE FOUNDATIONS IN URAYASU CITY DURING 2011 TOHOKU EARTHQUAKE (2016) (1)
- FACTORS INFLUENCING DEFORMATION MODE OF PILES IN LIQUEFACTION- INDUCED LATERAL SPREADING TEST USING E-DEFENSE FACILITIES (2009) (1)
- PRACTICAL MODELING FOR DYNAMIC ANALYSIS OF THREE DIMENSIONAL EMBANKMENT DAMS (1982) (1)
- Effect of Groundwater Depth on Differential Settlemnt of Wooden Houses during Soil Liquefaction (2015) (1)
- INSTALLATION TORQUE AND SHAFT RESISTANCE OF SCREWED STEEL PILE WITH SPIRAL WINGS (2015) (1)
- Superstructure Response and Ultimate Bearing Capacity of a Shallow Foundation during Strong Shaking (2016) (1)
- Considerations to Damage Patterns in the Marina District During the Loma Prieta Earthquake Based on Rayleigh Wave Investigation (1991) (1)
- EARTHQUAKE RESISTANT BASES AND FOUNDATIONS (2011) (1)
- Outline of 21 ST Century Coe Program: Evolution of Urban Earthquake Engineering (2004) (1)
- Evaluation of Earth Pressure Acting on Embedded Pile-cap Based on Liquefaction Test Using Large-scale Shaking Table (2002) (1)
- INVESTIGATION OF PILES DAMAGE AT THE SPORTS PARK IN URAYASU CITY DUE TO THE 2011 TOHOKU PACIFIC EARTHQUAKE (2013) (1)
- MODELING OF CYCLIC DEFORMATION CHARACTERISTICS FOR SOILS (2001) (1)
- A simple constitutive model of sand based on strain-path controlled tests (2003) (0)
- CONTRIBUTION OF SURFACE AND BODY WAVES TO DISPLACEMENT INDUCED BY A HORIZONTAL POINT FORCE ON A LAYERED ELASTIC HALF-SPACE (1996) (0)
- Combined effects of ground displacement and inertial force on pile stresses in centrifuge model tests (2010) (0)
- Effect of damping of pore water on three dimensional nonlinear seismic response analysis of ground (2009) (0)
- Scenario simulation of global CO2 recycling system by dynamic new earth 21 model (1999) (0)
- 21092 Nonlinear soil behavior observed in strong motion records at K-net Anamizu and JMA Wajima in the 2007 Noto-hanto earthquake (2007) (0)
- Observed pile-soil interaction during buckling instability (2006) (0)
- MULTI-DIMENSIONAL VS-PROFILING WITH MICROTREMOR H / V AND ARRAY TECHNIQUES (2002) (0)
- Effective Stress Analysis of Pile Foundations Showing Various Damage Patterns in Liquefied Deposits During 1995 Hyogoken-Nambu Earthquake (2001) (0)
- 20004 Comparison of Tsunami Runup Simulations in Onagawa by using Two and Three Dimensional Analyses (2015) (0)
- Case histories of pile foundaions subjected to ground displacements in the 1995 Hyougoken-Nambu earthquake (2009) (0)
- Closure of "Soil Liquefaction-Induced Uplift of Underground Structures: Physical and Numerical Modeling" (2015) (0)
- Case History Of Vertically Non-Loaded Pile Foundation Subjected To Liquefaction-Induced Lateral Flow (2000) (0)
- A CONSIDERATION ON SHEAR WAVE VELOCITY ESTIMATED BY N-VALUE (2019) (0)
- Collapse of Showa Bridge during 1964 Niigata Earthquake : A reappraisal on the failure mechanisms (2017) (0)
- Behaviour and Design of Deep Foundation Subjected to Earthquakes (2004) (0)
- Shaking table tests on the lateral response of a pile 1 buried in liquefied sand 2 3 (2020) (0)
- Effects of liquefaction-induced ground displacement on pile damage in 1995 Hyogoken-Nanbu earthquake (2021) (0)
- 20275 Simulation of Three-Dimensional Nonlinear Behavior of Pile Foundation Structure in E-Defense Large Shaking Table Tests (2011) (0)
- Closure to “Soil Liquefaction–Induced Uplift of Underground Structures: Physical and Numerical Modeling” by Siau Chen Chian, Kohji Tokimatsu, and Santana Phani Gopal Madabhushi (2015) (0)
- Investigation of Degree of Integrity for Building Foundation that Survived the Hyogoken-Nambu Earthquake : Part1.Soil Conditions and Settlement Behavior of Buildings (1997) (0)
- ANALYTICAL STUDY FOR DAMAGE TO UNDER CONSTRUCTION CAST-IN-PLACE CONCRETE PILE SUBJECTED TO LATERAL SPREADING DURING THE 1995 HYOGOKEN-NAMBU EARTHQUAKE (2006) (0)
- 20210 Effects of Pore Pressure around Pile on Horizontal Subgrade Reaction during Liquefaction (2004) (0)
- 20246 Investigation of liquefaction damage in Urayasu city caused by the 2011 Tohoku-Pacific Ocean Earthquake (2011) (0)
- Effect of Rayleigh to Love wave amplitude ratio on microtremor H/V spectrum (1997) (0)
- Site Effects Estimated From Microtremor Measurements at Selected Strong Motion Stations in Taiwan (2001) (0)
- Simulation of Three-Dimensional Nonlinear Behavior of Soil-Pile-Structure in Large Shaking Table Tests (2011) (0)
- DEFORMATION CHARACTERISTICS OF UNDISTURBED SAND AND GRAVEL SAMPLES AT LARGE STRAIN LEVEL (2002) (0)
- 20322 Estimation of effects of inertial force and ground displacement on pile stresses in centrifuge shaking table tests (2009) (0)
- K-NET ・ JMA 小千谷における表層 S 波速度の回復過程 Recovery Process of Subsurface VS Values at Strong Ground Motion Stations in Ojiya after the 2004 Niigata-ken Chuetsu Earthquake 新井 洋 (2006) (0)
- Special Issue on Selected Papers from 9th CUEE (2012) (0)
- CHARACTERISTICS OF STRONG-MOTION RECORDS FROM THE 1985 CHILE EARTHQUAKE : Site conditions and site effects on the records (1992) (0)
- EFFECTS OF SHAFT AND WING DIAMETERS OF A WING PILE ON BEARING CAPACITY AND PULL-OUT RESISTANCE UNDER ALTERNATELY CYCLIC VERTICAL LOADING (2015) (0)
- APPLICABILITY TO THREE-DIMENSIONAL PROBLEM OF EVALUATION METHOD OF EXCESS PORE WATER PRESSURE BASED ON CUMULATIVE DAMAGE CONCEPT (2013) (0)
- Estimation of Effect of Dynamic Soil-Pile-Structure Interaction Based on Large Shaking Table Test (Part 1: Dry Sand) (2003) (0)
- SEISMIC BEHAVIOR OF PILE-SUPPORTED BUILDING WITH SEMI-RIGID PILE HEAD CONNECTIONS IN LIQUEFIABLE SOIL (2012) (0)
- 21181 The Construction of Beam-on-Spring Model Considered liquefaction between the Piles : Part 2. Seismic Behavior of Group Pile Model in Centrifuge Test (2003) (0)
- 20293 Simulation analysis for influence of groundwater level on settlement and tilt angle of a wooden house on liquefied ground (2015) (0)
- 20216 Factors influencing soil-pile-structure interaction through large shaking table tests (2010) (0)
- Geophysical Exploration using Microtremors (2003) (0)
- Numerical Study of Three-Dimensional Nonlinear Behavior of Soil-Pile-Structure System under Strong Input Motion (2012) (0)
- 20215 Estimation of liquefaction-induced settlement of spread foundations of building based on CPT data (2002) (0)
- SEISMIC EARTH PRESSURE ACTING ON EMBEDDED FOOTING BASED ON LIQUEFACTION TEST USING LARGE SCALE SHEAR BOX (2002) (0)
- Closure to “Liquefaction‐Induced Damage to Buildings in 1990 Luzon Earthquake” by Kohji Tokimatsu, Hisaya Kojima, Shinichi Kuwayama, Akio Abe, and Saburoh Midorikawa (1995) (0)
- Cone Penetration Tests at Sites Where Liquefaction Occured during Great Kobe Earthquake (1995) (0)
- 20286 Modeling of Subgrade Reaction and Displacement Based on Lateral Loading Tests of Steel Pipe Pile (2002) (0)
- EFFECTS OF CYCLIC VERTICAL LOADING ON BEARING CAPACITY AND PULL-OUT RESISTANCE OF A PILE WITH OR WITHOUT SPIRAL WINGS (2016) (0)
- Geotechnical Special Publication: Preface (2010) (0)
- Effects of embedment on response of structures on spread foundation in centrifuge model tests (2012) (0)
- SHAFT RESISTANCE OF STEEL PILES WITH CONTINUOUS HELICAL WING (2017) (0)
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