Lateral Confinement
Lateral Confinement is a geomechanical stabilization mechanism in which the restraint of soil deformation in the horizontal direction, imposed by the physical interaction between geosynthetic reinforcement and adjacent soil masses, enhances the vertical load-bearing capacity and overall stability of improved ground systems.
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33.1K
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727
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2017–2026
132
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Programmable Mechanical Metamaterials
Bastiaan Florijn, Corentin Coulais, Martin van Hecke · Physical Review Letters · 2014 · 613 citations · Full text
Topological Confinement in Bilayer Graphene
Ivar Martin, Ya. M. Blanter, Alberto F. Morpurgo · Physical Review Letters · 2008 · 522 citations · Full text
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Centre National de la Recherche Scientifique
Paris, France
18 h-index
137 publications
4.6K citations
University of California, Santa Barbara
Santa Barbara, United States
17 h-index
99 publications
4.6K citations
The University of Tokyo
Tokyo, Japan
12 h-index
42 publications
1.7K citations
University of Illinois Urbana-Champaign
Urbana, United States
12 h-index
34 publications
1.5K citations
École Polytechnique Fédérale de Lausanne
Lausanne, Switzerland
11 h-index
57 publications
3K citations
University of Würzburg
Würzburg, Germany
10 h-index
49 publications
1.5K citations
Schott (Germany)
Mainz, Germany
9 h-index
29 publications
1.4K citations
Massachusetts Institute of Technology
Cambridge, United States
9 h-index
38 publications
4.1K citations
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97 publications · 4.2K citations
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PRB · 47 publications · 2.1K citations
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PRB · 29 publications · 1.4K citations
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PRL · 16 publications · 2.5K citations
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