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Dynamic response of Soil under S.H.P.B loading

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Résumé

Soil dynamic response has been little investigated under fast loading conditions. Split Hopkinson Pressure Bar method leads to the determination of dynamic behaviour of various materials. A special experimental device called threedimensional S.H.P.B. provides dynamic response of soil specimens in both axial and radial directions (oedometric tests). Comparisons with other loading paths (mean and deviatoric stresses) give useful! elements on granular soil behaviour under high strain rates. The results are also analysed at grain-size scale (grain-size distribution, fracture energy). Experimental results show that 3D-Splii Hopkinson Pressure Bar is a promising tool for laboratory dynamic testing on soils.

langue originaleAnglais
titre15th Biennial Conference on Mechanical Vibration and Noise - Acoustics, Vibrations, and Rotating Machines
EditeurAmerican Society of Mechanical Engineers (ASME)
Pages1485-1490
Nombre de pages6
ISBN (Electronique)9780791897652
Les DOIs
étatPublié - 1 janv. 1995
Modification externeOui
EvénementASME 1995 Design Engineering Technical Conferences, DETC 1995, collocated with the ASME 1995 15th International Computers in Engineering Conference and the ASME 1995 9th Annual Engineering Database Symposium - Boston, États-Unis
Durée: 17 sept. 199520 sept. 1995

Série de publications

NomProceedings of the ASME Design Engineering Technical Conference
Volume3B-1995

Une conférence

Une conférenceASME 1995 Design Engineering Technical Conferences, DETC 1995, collocated with the ASME 1995 15th International Computers in Engineering Conference and the ASME 1995 9th Annual Engineering Database Symposium
Pays/TerritoireÉtats-Unis
La villeBoston
période17/09/9520/09/95

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