Contents of Abstract

Japanese

1Kimiharu IWAZAKIA Comparison of the Rutting Resistance Evaluation Methods of the Asphalt Mixtures
2Vichet KEOStudy on Evaluation Method of Plastic Deformation Resistance of Asphalt Concretes Using Unconfined Compression Test
3Chiharu SUGAWARADevelopment of Database and Maintenance System for the Grid Panel Type Buried Joint
4Naoto SUYAMAExamination of New Evaluation Figure and Reproduction Technique of Modified Asphalt
5Fumihiro TSUKAMOTOAn Evaluation Method of Mechanical Properties of the Polymer Modified Asphalt
6Ayaka KOIZUMIThe Verification of the Ice Destruct Function in Physical Anti-Frozen Pavement
7Koshiro AKIYAMAThe static and dynamic lateral resistance characteristics of the pipe pile foundation
8Takuya IJICHIStudy on the effect of repair and reinforcement method for orthotropic steel bridge decks given the fatigue damage
9Misaki SAITOAnalysis and assignment based on building damage due to Chuetsu Earthquake using Geographic Information System
10Katsuhisa JINGUExperimental study on compaction and strength shear characteristics of intermediate soil of intermediate soil consisted of various fine content
11Hideaki TAKIMOTOStudy on dike break mechanism using model tests
12Michihiro NAKAMURAStudy on seepage failure using model tests and the confirmation of a new analysis
13Kohei¡¡HIROSEOn Seismic Failure Mechanism of Intermediate Soil Embankment Considering Groundwater level
14Hiroshi MIYASAKAA Study on Analysis and Promotion of Efficiency of the Grouting of the Crack-Related Bedrock Using the Construction Example
15Takao SATODevelopment of Niigata Digital Underground Map and Considerations on Assignments and Widespread Utilization
16Takashi ONODAAnalysis of Fundamental Mechanism of Erosion and Deposition by Flow of Water
17Fumiaki KATODevelopment of the Occurrence Criteria of a Seismic Sea Wave and of Propagation Forecast Method
18Hiroaki NARITAAnalysis of Flow Mechanism of the Cambodian Kampong Saom Bay
19Masahiro MOROHASHIA Study on Reservoir Function of Flood Flow in Shinano River
20Yuki SHIBUYAAbout unlike the distant tsunami, the local tsunami, and waves in the Japanese coast region
21Kaoru NAGASAWARelation between surge generated in east part of Sado sea area and the weather
22Taturo NAKANONumerical simulation of dam reservoir using ¦Ò coordinate system
23Mai HASEGAWANumenical Experiments on Avalanche dynamic in the Mid-mountain our area
24Hayato ITOThe Assessment of the Segment Behavior in Sharp Curved Excavation Induced by Shield Execution Loads
25Kengo GOTOExperimental Elucidation of the Load to Act on a Segment by Grease Flow Resistance
26Hironori TANABEEffects of Consolidation Stress Ratio on Deformation Modulus in Saturated Cohesive Soil
27HOSHINO EmikoAnisotropy of Shear Strength in Unsaturated Cohesive Soil Induced by Stress and Suction History
28KAKINUMA HirokazuYearly Variation of Groundwater Level and Quality in Wells for Using Snow Melting Facilities
29Shun ITOStudy on Estimation and Distributive Characteristics of Airborne Salt Around the Bridge Section by Numerical Simulation
30Tomohiro OMORIStudy on Relationship between Corrosion of The Weathering Steel and Corrosive Environment
31Suguru SASAGAWAResearch on Evaluation of Redundancy in Truss Bridge
32Hisashi SATOPeeling Property of Steel Members Bonded to CFRP Strand Sheet
33Yuki SATOStudy on Application of Magnetic Stress Sensor to Stress Monitoring for Steel Bridges
34Yukitada SHIRATAA Study on Vibration-Based Structural Health Monitoring Techniques of Existing Steel Bridges
35Yuho SHIMOTORIFundamental Study on Repairing Method for Corroded Web of Steel Girders Using FRP Sheets
36Yoshihiko AOKIMechanism of Surface Chloride Concrete Subjected to Aerosol Chloride
37Yuki USUIDevelopment of simple verification method which evaluates cracking resistance of concrete material against shrinkage
38Tomonori SEKIInfluence of Drying Shrinkage on Time-dependent Change of Bending Crack Width in Reinforced Concrete
39Yuji HAYAMIZUPreventive Measure against ASR with Additive and Development of Model of Expansion on ASR
40Hiroki FUJIKAWADuctility Reinforcement Mechanism of RC Pier with External Continuous Fiber Rope
41Yasuhiro MATSUOKAThe Influences of Loading rate and Drying on Sustaining Tensile Deformation of Concrete
Previous Page