DAMAGE TO EARTH STRUCTURES FOR NATIONAL HIGHWAYS BY THE 2004 NIIGATA-KEN CHUETSU EARTHQUAKE(<Special Issue>Geotechnical Disasters in 2004 and 2005)
スポンサーリンク
概要
- 論文の詳細を見る
Damage to earth structures for national highways by the 2004 Niigata-ken Chuetsu earthquake is reported. After overviewing damage to roads, several case histories on severe damage and rehabilitation work for national highways are documented. Immediately after the mainshock, national highways and prefectural roads were closed at 101 sites. Among them, main national highway routes Nos. 8, 17 and 116 were closed at 17 sites, while all of them could be re-opened within ten days after the mainshock. On the other hand, national highway route No. 291 that runs through mountaneous areas suffered from extensive damage at two sites, where alternative routes had to be constructed. The national highway route No. 291 suffered also from damage to embankments constructed on valley and/or landslide areas and damage to cantilever and gravity type retaining walls constructed in gorge area. The damage to the national highway route No. 17 included collapse of a gravity type retaining wall constructed on uncemented debris or weathered terrace deposits and collapse of a segmental retaining wall supporting a cut slope. The national highway route No. 8 suffered from embankment failures due possibly to liquefaction of a loose sand subsoil layer and/or concentration of longitudinal or transverse ground water flow.
- 社団法人地盤工学会の論文
著者
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KOSEKI JUNICHI
Institute of Industrial Science, University of Tokyo
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TSUTSUMI Yukika
Institute of Industrial Science, The University of Tokyo
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Koseki Junichi
Institute Of Industrial Science The University Of Tokyo
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Tsutsumi Yukika
Institute Of Industrial Science University Of Tokyo
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Endo Masaki
Niigata National Highway Office Ministry Of Land Infrastructure And Transport:nagaoka National Highw
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SASAKI TETSUYA
Ground Vibration Team, Public Works Research Institute
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WADA NICHIRO
Project Measures Office, Toyama River and National Highway Office Ministry of Land, Infrastructure a
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HIDA JUNICHI
Hokuriku Regional Development Bureau, Ministry of Land, Infrastructure and Transport
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Hida Junichi
Hokuriku Regional Development Bureau Ministry Of Land Infrastructure And Transport
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Wada Nichiro
Project Measures Office Toyama River And National Highway Office Ministry Of Land Infrastructure And
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Sasaki Tetsuya
Ground Vibration Team Public Works Research Institute
関連論文
- EFFECTS OF SAMPLE DISTURBANCE ON SMALL STRAIN CHARACTERISTICS AND LIQUEFACTION PROPERTIES OF HOLOCENE AND PLEISTOCENE SANDY SOILS
- AGING EFFECTS ON SMALL STRAIN SHEAR MODULI AND LIQUEFACTION PROPERTIES OF IN-SITU FROZEN AND RECONSTITUTED SANDY SOILS
- BEHAVIOR OF LIQUEFIED SANDS UNDER EXTREMELY LARGE STRAIN LEVELS IN CYCLIC TORSIONAL SHEAR TESTS
- Small strain stiffness of Toyoura sand obtained from various techniques in IIS (特集 四川省[ブン]川地震,岩手/宮城内陸地震--連続する巨大地震と地震工学最前線(ERS))
- EXPERIMENTAL DETERMINATION OF SOFTENING RELATIONS FOR CEMENT-TREATED SAND
- FINITE ELEMENT ANALYSIS OF LATTICE-SHAPED GROUND IMPROVEMENT BY CEMENT-MIXING FOR LIQUEFACTION MITIGATION
- EVALUATION OF TENSILE STRENGTH OF CEMENT-TREATED SAND BASED ON SEVERAL TYPES OF LABORATORY TESTS
- SMALL STRAIN BEHAVIOUR OF DENSE GRANULAR SOILS BY TRUE TRIAXIAL TESTS
- DAMAGE TO EARTH STRUCTURES FOR NATIONAL HIGHWAYS BY THE 2004 NIIGATA-KEN CHUETSU EARTHQUAKE(Geotechnical Disasters in 2004 and 2005)
- A SIMPLIFIED PROCEDURE TO EVALUATE EARTHQUAKE-INDUCED RESIDUAL DISPLACEMENTS OF CONVENTIONAL TYPE RETAINING WALLS
- CURRENT STATUS OF DUCTILITY DESIGN OF ABUTMENT FOUNDATIONS AGAINST LARGE EARTHQUAKES
- EFFECTS OF STRESS-DILATANCY BEHAVIOR OF SOIL ON LOAD TRANSFER HYSTERESIS IN SOIL-PILE INTERACTION
- A NEW NONLINEAR HYSTERETIC RULE FOR WINKLER TYPE SOIL-PILE INTERACTION SPRINGS THAT CONSIDERS LOADING PATTERN DEPENDENCY
- LARGE-SCALE PLANE STRAIN COMPRESSION TESTS ON COMPACTED GRAVEL WITH ACTIVE AND PASSIVE CONTROLS
- LIQUEFACTION PROPERTIES OF TOYOURA SAND IN CYCLIC TORTIONAL SHEAR TESTS UNDER LOW CONFINING STRESS
- QUASI-ELASTIC DEFORMATION PROPERTIES OF TOYOURA SAND IN CYCLIC TRIAXIAL AND TORSIONAL LOADINGS