Effect of initial packing density, stress level and particle size ratio on the behavior of binary granular material: a micromechanical approach

A discrete numerical model for granular assemblies

Peter Cundall, Otto D. L. Strack · Géotechnique · 1979 · 16.9K citations

Engineering, Materials Engineering, Mechanical Engineering +16

A state parameter for sands

K. Been, M. G. Jefferies · Géotechnique · 1985 · 1.9K citations

Engineering, Civil Engineering, Geotechnical Engineering +11

Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands

Gye-Chun Cho, Jake Dodds, J. Carlos Santamarina · Journal of Geotechnical and Geoenvironmental Engineering · 2006 · 1.6K citations

Agriculture, Earth Sciences, Soil Sciences +17

Undrained Fragility of Clean Sands, Silty Sands, and Sandy Silts

S. Thevanayagam, T. Shenthan, Soumya Mohan et al. · Journal of Geotechnical and Geoenvironmental Engineering · 2002 · 716 citations

Engineering, Earth Sciences, Soil Sciences +15

Effects of nonplastic fines on static liquefaction of sands

Poul V. Lade, Jerry A. Yamamuro · Canadian Geotechnical Journal · 1997 · 453 citations

Engineering, Civil Engineering, Geotechnical Engineering +8