Measurement of bulk mechanical properties and modeling the load-response of rootzone sands. Part 1: Round and angular monosize and binary mixtures

Particulate Science and Technology

Volumn 19, Issue 2, 2001, Pages 145-173

  Yi, H ^a   Mittal, B ^a   Puri, V M ^a   Li, F ^a   Mancino, C F ^a  

^a PENNSYLVANIA STATE UNIVERSITY   (United States)

Author keywords

Compression response; Mechanical behavior; Prediction models; Rootzone sands; Shear failure response; Size and shape effect

Indexed keywords

BINARY MIXTURES; ELASTOPLASTICITY; POROSITY;

FAILURE RESPONSES;

SAND;

ARTICLE; BULK DENSITY; COMPRESSION; ELASTICITY; MODEL; PLASTICITY; POROSITY; PRESSURE; PRIORITY JOURNAL; SAND; SHEAR STRESS;

EID: 0035685594     PISSN: 02726351     EISSN: None     Source Type: Journal    
DOI: 10.1080/02726350152772083     Document Type: Article

References (13)

1. Standard method of particle size analyisi and grading sand for golf cource putting green root zone mixes
2. Sands for soil amelioration: Analysis of the effects of particle size, sorting and shape
3. Effect of particle surface roughness on mechanical impedance of coarse-textured soil materials
4. Penetrometer measurements
5. Assessment of powder compaction
6. Determination of time-dependent constitutive model parameters for microcrystalline cellulose
7. Measurement of powder flow constitutive model parameters using a cubical triaxial tester
8. Measurement of anisostatic behavior of dry cohesive and cohesionless powders using a cubical triaxial tester
9. Development of a medium pressure flexible boundary cubical triaxial tester for measuring mechanical behavior of particulate materials
10. Correlations between powder deposition methods and green compact quality: Part 1 Mechanical properties of powders