MICROSCOPIC PARTICLE CRUSHING OF SAND SUBJECTED TO HIGH PRESSURE ONE-DIMENSIONAL COMPRESSION

By Y. Nakata, M. Hyodo, A. Hyde, Y. Kato, H. Murata. 2001

431 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Computational Mechanics

View Paper: https://www.semanticscholar.org/paper/36952e0e49719267530558e77cfeb41194abcf9e

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. J. Bono
2. Glenn R. McDowell
3. Y. Cheng
4. M. Bolton
5. Y. Nakata
6. Jianfeng Wang
7. Haibin Yan

In Computational Mechanics

1. Glenn R. McDowell
2. Y. Cheng

Citations in the corpus

• Micro- and macro-mechanical behaviour of DEM crushable materials (2008, background): “Cheng et al. (2003) modelled the statistical strength of silica sand grains having a Weibull modulus of 3 (Nakata et al., 2001a) and discussed the macro-scale deformation characteristics of an assembly of DEM agglomerates during isotropic compression and conventional triaxial comManuscript received…”
• On the micro mechanics of one-dimensional normal compression (2013, result): “The compression lines have similar yield points, but more significantly they appear to have the same slope, which agrees with experimental observations (e.g. Nakata et al., 2001a; McDowell, 2002) where, for a given sand, the plastic compressibility index is a constant independent of initial grading.”