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Par Collection Par Auteur- MATSUKURA, Y. (4)
- AOKI, H. (1)
- HATTANJI, T. (1)
- KUCHITSU, N. (1)
- MIZUNO, K. (1)
- OBANAWA, H. (1)
- OBANAWA, H. (1)
- TERADA, K. (1)
- Avalanche ; Contrainte de cisaillement ; Dynamique de versant ; Expérimentation ; Gravier ; Japon ; Mouvement de masse ; Mécanique des sols ; Pente de versant ; Versant (1)
- Avalanche ; Contrainte de cisaillement ; Dynamique de versant ; Expérimentation ; Japon ; Pente de versant ; Propriétés du sol ; Technique de recherche ; Versant (1)
- Avalanche ; Experimentation ; Gravel ; Japan ; Mass movement ; Shear stress ; Slope ; Slope dynamics ; Slope gradient ; Soil mechanics (1)
- Avalanche ; Experimentation ; Japan ; Research technique ; Shear stress ; Slope ; Slope dynamics ; Slope gradient ; Soil properties (1)
- Cave ; Chemical erosion ; Honshu ; Instrumentation ; Japan ; Research technique ; Salt ; Sandstone ; Weathering (1)
- Dynamique de versant ; Expérimentation ; Granulométrie ; Honshū ; Japon ; Mouvement de masse ; Versant (1)
- Erosion chimique ; Grotte ; Grès ; Honshū ; Instrumentation ; Japon ; Météorisation ; Sel ; Technique de recherche (1)
- Experimentation ; Grain size distribution ; Honshu ; Japan ; Mass movement ; Slope ; Slope dynamics (1)
- Effect of grain diameter and packing condition on the avalanching depth on a slope composed of dry granular materials (1)
- Equotip hardness for weathered surface layer of tuffaceous sandstone at Yagura artificial caves in Kamakura City (1)
- Is the angle of repose of cohesionless granular materials comparable to the angle of shearing resistance? (1)
- The depth of avalanching on a slope composed of granular materials : laboratory tilting tests (1)
- The depth of avalanching on a slope composed of granular materials : laboratory tilting tests
- The purpose of this study is to examine the mode and depth of an avalanche on a slope composed of cohesive granular materials in comparison with that composed of non-cohesive materials. Results and conclusions of the laboratory tilting tests
- This paper, using natural non-cohesive materials such as gravel-sand and gravel-silt mixtures, makes comparison of 2 angles, angle of repose and angle of shearing resistance, through tilting tests and direct shear tests. Tests results support
- To examine the depth of avalanching taking place on a slope at a critical angle of repose, tilting tests were performed in the laboratory using slopes made of granular materials such as gravels and glass beads. The AA. conclude that the avalanche
- Aoki and Matsukara (2004) have indicated that the Equotip Hardness Tester may be more suitable than the Schmidt hammer for finding the strength of a weathered layer. The AA. apply it to man-made caves known as Yagura which have been severely damaged