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

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

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.

Original languageEnglish
Title of host publication15th Biennial Conference on Mechanical Vibration and Noise - Acoustics, Vibrations, and Rotating Machines
PublisherAmerican Society of Mechanical Engineers (ASME)
Pages1485-1490
Number of pages6
ISBN (Electronic)9780791897652
DOIs
Publication statusPublished - 1 Jan 1995
Externally publishedYes
EventASME 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, United States
Duration: 17 Sept 199520 Sept 1995

Publication series

NameProceedings of the ASME Design Engineering Technical Conference
Volume3B-1995

Conference

ConferenceASME 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
Country/TerritoryUnited States
CityBoston
Period17/09/9520/09/95

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