@inproceedings{e2e094ff772244fb846e9adf7db900a6,
title = "Laboratory observation on the seismic response of the filled joint under high amplitude stress waves",
abstract = "Propagation of high amplitude stress waves through an artificial filled joint was experimentally investigated using a modified steel Split Hopkinson Pressure Bar (SHPB) system. Quartz sand was used to simulate the joint fillings and its particle size distributions after each test are analyzed. Three deformation stages were discovered as the amplitude of the incident wave increases, i.e., initial compaction, crushing and crushing and compaction. In the initial compaction stage and the crushing and compaction stage, the fillings are mainly compacted, and thus the transmission coefficient increases with the amplitude of the incident wave. However, in the crushing stage, the transmission coefficient decreases with the increase of the amplitude of the incident wave. The observed dependence of the transmission coefficient on the wave amplitude is consistent with the particle size distribution of recovered fillings.",
author = "Huang, \{X. L.\} and Qi, \{S. W.\} and Xia, \{K. W.\}",
note = "Publisher Copyright: {\textcopyright} 2016 Taylor \& Francis Group, London.; 2nd International Conference on Rock Dynamics and Applications, ROCDYN 2016 ; Conference date: 18-05-2016 Through 19-05-2016",
year = "2016",
doi = "10.1201/b21378-16",
language = "英语",
isbn = "9781138029538",
series = "Rock Dynamics: From Research to Engineering - 2nd International Conference on Rock Dynamics and Applications, ROCDYN 2016",
publisher = "CRC Press/Balkema",
pages = "117--122",
editor = "Haibo Li and Jianchun Li and Qianbing Zhang and Jian Zhao",
booktitle = "Rock Dynamics",
}