| 1 | Makiko OHTAKE | Abstract | 
| Development of Asphalt Mixtures Using Crumb Rubber for Multi Functional Pavements | ||
| 2 | Yanling NIU | Abstract | 
| A Development and Application of Pavement Deterioration Model on Route 8 in Hokuriku Region | ||
| 3 | Kenji SAITO | Abstract | 
| Study on fatigue characteristics and the fatigue life prediction for modified asphalt concretes | ||
| 4 | Daisuke HIGASHI | Abstract | 
| Experimental study on Optimum Asphalt Content of the Large Aggregate Asphalt Mixture | ||
| 5 | Yoshiyuki ABE | Abstract | 
| Study on Permeability and Water Retentivity of Plastic Waste and the Application to the Civil Engineering Facilities | ||
| 6 | Masaki KITAJO | Abstract | 
| Research on the application of the SEA method that considers noise spread to The Railroad Bridge Noise | ||
| 7 | Kosuke TOGASHI | Abstract | 
| Development of Noise propagation model using Cellular Automaton | ||
| 8 | Keisuke YAMADA | Abstract | 
| The Research of the Underground Sound by the Wavelet Transform | ||
| 9 | Yukiko ISHIKAWA | Abstract | 
| In-Situ Experiment of Underground Water Saving Snow-Melting Pipe Control System@in Nagaoka City | ||
| 10 | Tomofumi UCHIYAMA | Abstract | 
| Numerical Simulation of Channel Flow in Kariyata River by Flood Disaster on 13th July 2004 | ||
| 11 | Atsushi KARASAWA | Abstract | 
| Water Exchange Mechanism of the Bohai Sea due to Tidal Current and Wind-driven Current | ||
| 12 | Yasuo Kishino | Abstract | 
| Development research for hydrodynamic environmental simulator | ||
| 13 | Teruhisa KOJIMA | Abstract | 
| Numerical Experiment of Rainfall Drain System in Low Plain | ||
| 14 | Yuta NOTO | Abstract | 
| The Research of Wave Prediction for the Japan/East Sea during the Winter Period | ||
| 15 | Yusuke HOSHINO | Abstract | 
| Numerical Study of Wave Induced Deformation of Bottom Topography in a River Mouth Bar | ||
| 16 | Chiharu KATO | Abstract | 
| Case study on slope failure caused by heavy rainfall in Niigata area in July 2004 | ||
| 17 | Yuji KAWASAKI | Abstract | 
| Examination of load when constructing it acting on shield machine tail | ||
| 18 | Kouichi KUBOTA | Abstract | 
| Study on earth pressure and hydraulic pressure acting on segment at deep ground by ground spring model which can represent active earth pressure | ||
| 19 | Hideyuki Tokuyama | Abstract | 
| Study on friction characteristic around shield machine using ring shear apparatus. | ||
| 20 | Shuichi KITAMURA | Abstract | 
| Mechanical Properties of Sands Obtained from Tunnel Construction Site of Tohoku Shinkansen | ||
| 21 | Kazumasa SATO | Abstract | 
| Simulation of the articulated shield behavior in very soft clay | ||
| 22 | Fedallisa Ahmad | Abstract | 
| Development of Lateral Displacement Meter and its Applications in Triaxial Test | ||
| 23 | Yasuhiro OYAMA | Abstract | 
| Stress Control Test of Landslide Clay by Ring Shear Apparatus | ||
| 24 | Ryo DAITO | Abstract | 
| Study on Diagonal Tensile Strength of Form Composite Light-weight Soil, Part 2 | ||
| 25 | Masayuki HONDA | Abstract | 
| Study about Skin Friction Resistance of Long-range Fixed Anchor Length | ||
| 26 | Kenji YAMADA | Abstract | 
| Dynamic Response Analysis of Earth Structures Based on Finite Deformation Theory | ||
| 27 | Masanori YAMADA | Abstract | 
| Examination on a Specific Gravity of Soil Particle as an Index for Hydration Reaction of Foam Composite Light-Weight Soil | ||
| 28 | Katsumi OHNO | Abstract | 
| Study on Slope Failures of 7.13 Niigata Downpour Disaster in 2004 | ||
| 29 | Yuichiro SHIMA | Abstract | 
| Study on the Needle Penetration Test of Foam Composite Light-weight Soil | ||
| 30 | Takehisa HOSAKA | Abstract | 
| Study on Damages of Land Reclamation for Housing Lots in the Mid Niigata Prefecture Earthquake in 2004 | ||
| 31 | Masashi KITAGAWA | Abstract | 
| Evaluation of ultimate bending strength of composite I-girder under sagging bending moment | ||
| 32 | Shingo SAITO | Abstract | 
| A Study of Quantification of Rust Evaluation of Weathering Steel Bridges | ||
| 33 | Masahisa SUZUKI | Abstract | 
| A study on strength of a cable crane steel tower | ||
| 34 | Sadashi NAKAGAWA | Abstract | 
| Crack Width Control Design Taking into Account of Initial Cracking State | ||
| 35 | Masaki FUJIMOTO | Abstract | 
| 3D structural characteristics of skewed composite rolled H-girder bridges without intermediate cross beams | ||
| 36 | Takayuki HORIE | Abstract | 
| Ultimate strength of composite cable-stayed bridges depending on the ratio of cable axial stiffness to girder flexural stiffness | ||
| 37 | Hirokazu MATSUOKA | Abstract | 
| A Study on Environment of Wind including Marine Salts around Bridge | ||
| 38 | Hiromitsu ITO | Abstract | 
| Study on externals evaluation and rust states of weathering steel bridges in Niigata | ||
| 39 | Sho HIROSE | Abstract | 
| Effect of evaluation of ultimate strength on dimension of composite girder bridges | ||
| 40 | Kazuhiro IKEDU | Abstract | 
| Microscopic Mechanism of Shielding Effect of Surface Coating Material and Impregnating Material against Chloride Ion | ||
| 41 | Jimpei EGUCHI | Abstract | 
| Properties of Shotcrete Mortar with the Use of Industrial By-Product | ||
| 42 | Hideaki ONO | Abstract | 
| Influences of Aggregate in Shrinkage of Concrete | ||
| 43 | Yusuke KITAOKA | Abstract | 
| Study on Effectiveness of Chloride Ion Removal by Desalinaiton | ||
| 44 | Yuji TASAKA | Abstract | 
| Mechanics Characteristics of Concrete Beams Reinforced with Continuous Fiber Rope | ||
| 45 | Yui TSUKUDA | Abstract | 
| Influence of Mechanic Performance by Spatial Distribution of Deterioration of Materials of RC Member | ||
| 46 | Nobuyuki HIRAKAWA | Abstract | 
| Crack Control by Expansive Additive for RC Jacketing Method | ||
| 47 | Akihiko FUNATO | Abstract | 
| Mechanism of Reduction of Crack Width Appeared in RC Members with Fiber Reinforcing Materials | ||
| 48 | Yuji KAGAWA | Abstract | 
| Evaluation of Water Migration in Concrete in both Liquid and Vapor Phase | ||
| 49 | Shota YAMADA | Abstract | 
| The Examination that Salt Permeation Nature in Prestressed Concrete Member is Experimental |