ONE-DIMENSIONAL COMPRESSION BEHAVIOUR OF UNIFORMLY GRADED SAND RELATED TO SINGLE PARTICLE CRUSHING STRENGTH
By Y. Nakata, Y. Kato, M. Hyodo, A. Hyde, H. Murata. 2001
397 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Mechanics
View Paper: https://www.semanticscholar.org/paper/5512ff72cd25b1baafeceec5d8d580fb53c1ae1e
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
- J. Bono
- M. Jiang
- Glenn R. McDowell
- J. C. Santamarina
- Gioacchino Viggiani
- Y. Cheng
- M. Bolton
- Y. Nakata
In Computational Mechanics
- Glenn R. McDowell
- Gye-Chun Cho
- J. C. Santamarina
- Jake Dodds
- M. Jiang
- Y. Cheng
- Gioacchino Viggiani
- Budi Zhao
Citations in the corpus
- An investigation of single sand particle fracture using X-ray micro-tomography (2015, methodology): “…and numerical simulations have all been used to understand the relationship between the load–deformation response of individual particles and the overall stress–strain response of a granular material (McDowell & Bolton, 1998; Nakata et al., 1999, 2001; Cheng et al., 2003; Russell & Einav, 2013).”
- 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…”
- The effect of size on the strength of coarse rock aggregates and large rockfill samples through experimental data (2014, neutral): “[32] Silica sand 1.”
- Closure of "Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands" (2006, result): “Similar observations can be found in Fraser 1935 , Shimobe and Moroto 1995 , Miura et al. 1998 , Dyskin et al. 2001 , Jia and Williams 2001 , Nakata et al. 2001 , and Cubrinovski and Ishihara 2002 .”
- 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.”