Dynamic Compaction Theory
Dynamic Compaction Theory is a theoretical framework in geotechnical engineering that explains the mechanisms of soil densification under high-energy impact loading by characterizing the propagation of stress waves and the resulting inelastic deformation behavior of unsaturated granular materials.
134
Publications
5.7K
Citations
396
Authors
161
Institutions
Publications per year
2017–2026
33
Parents
134
Memory Effects in Granular Materials
Christophe Josserand, Alexei V. Tkachenko, Daniel M. Mueth et al. · Physical Review Letters · 2000 · 164 citations · Full text
A “Tetris-Like” Model for the Compaction of Dry Granular Media
Emanuele Caglioti, Vittorio Loreto, Hans J. Herrmann et al. · Physical Review Letters · 1997 · 150 citations · Full text
1–5 of 134
396
5
h-index
3
h-index
University at Buffalo, State University of New York, United States
3 publications · 92 citations
3
h-index
3
h-index
3
h-index
1–5 of 396
161
Tongji University
Shanghai, China
8 h-index
25 publications
1.4K citations
National University of Singapore
Singapore, Singapore
5 h-index
14 publications
956 citations
University of California San Diego
San Diego, United States
4 h-index
8 publications
373 citations
Los Alamos National Laboratory
Los Alamos, United States
4 h-index
6 publications
186 citations

Centre National de la Recherche Scientifique
Paris, France
4 h-index
12 publications
543 citations
University of Cambridge
Cambridge, United Kingdom
3 h-index
8 publications
269 citations
Shandong Transportation Research Institute
Jinan, China
3 h-index
15 publications
396 citations
Shandong University
Jinan, China
3 h-index
14 publications
363 citations
1–8 of 161
9 publications · 361 citations
9
h-index
8 publications · 808 citations
8
h-index
6 publications · 390 citations
6
h-index
4 publications · 66 citations
4
h-index
4 publications · 91 citations
4
h-index
1–5