@inproceedings{4605749b349c4609bf88166430062412,
title = "Impact and penetration of a transparent cohesive soil",
abstract = "Experiments were designed to study the terminal phase of penetration in a synthetic soft clay. Rod-cone projectiles were launched at speeds of approximately 5 m/s into a saturated soft transparent surrogate for saturated marine clay. Quasi-static tests were also performed into the same material. The average penetration resistance was 22 kPa. It was found that rate effects and shaft resistance were relatively small. A practical result is that resistance to dynamic penetration in this material can be estimated from quasi-static cone penetration tests. The stress (load/area) required to extract penetrators was very similar to the penetration resistance.",
author = "S. Bless and A. Ads and M. Iskander and M. Omidvar",
note = "Funding Information: This work was supported in part by the Strategic Environmental Research Development Program, MR19-1277. Publisher Copyright: {\textcopyright} 2020 American Institute of Physics Inc.. All rights reserved.; 21st Biennial American Physical Society Conference on Shock Compression of Condensed Matter, SCCM 2019 ; Conference date: 16-06-2019 Through 21-06-2019",
year = "2020",
month = nov,
day = "2",
doi = "10.1063/12.0000896",
language = "English (US)",
series = "AIP Conference Proceedings",
publisher = "American Institute of Physics Inc.",
editor = "Lane, {J. Matthew D.} and Germann, {Timothy C.} and Armstrong, {Michael R.} and Ryan Wixom and David Damm and Joseph Zaug",
booktitle = "Shock Compression of Condensed Matter - 2019",
}