@inbook{00e64599c8d84142a7fa17133e1ccb1e,
title = "Dynamic response of soil under S.H.P.B loading",
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 three-dimensional 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-Split Hopkinson Pressure Bar is a promising tool for laboratory dynamic testing on soils.",
author = "Semblat, \{J. F.\} and G. Gary and Luong, \{M. P.\}",
year = "1995",
month = dec,
day = "1",
language = "English",
series = "American Society of Mechanical Engineers, Design Engineering Division (Publication) DE",
number = "3 Pt B/2",
pages = "1485--1490",
editor = "K.W. Wang and B. Yang and J.Q. Sun and K. Seto and K. Yoshida and \{et al\}, al",
booktitle = "15th Biennial Conference on Mechanical Vibration and Noise",
edition = "3 Pt B/2",
note = "Proceedings of the 1995 ASME Design Engineering Technical Conference. Part C ; Conference date: 17-09-1995 Through 20-09-1995",
}