Changing grading of soil: effect on critical states
By D. Muir Wood, K. Maeda. 2008
477 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/2f114c917a4f394859fe5b668d2745be4e7ae0f1
How researchers see this paper
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In Civil and Structural Engineering
- Shiva P. Pudasaini
- Ronaldo I. Borja
- Fushen Liu
- WaiChing Sun
- Olaf Kolditz
- Wenqing Wang
- William G. Gray
- Bernhard A. Schrefler
Citations in the corpus
- The effect of size on the strength of coarse rock aggregates and large rockfill samples through experimental data (2014, unknown): “According to published experimental results of shear tests on sand and glass beads where no crushing occurred [14,21], as well as numerical simulations of uncrushable granular materials using the discrete element method [21,30,37], the critical state friction angle (i.”
- DEM simulation of impact force exerted by granular flow on rigid structures (2011, methodology): “DEM was introduced in geomechanics by Cundall and Strack [3] and was later adopted as a research tool by many other researchers [13, 17, 27, 30].”