Measurement of bulk mechanical properties and modeling the load-response of rootzone sands. part 2: Effect of moisture on continuous sand mixtures

Particulate Science and Technology

Volumn 19, Issue 4, 2001, Pages 369-386

  Mittal, B ^a   Yi, H ^a   Puri, V M ^a   McNitt, A S ^b   Mancino, C F ^b  

^a The Pennsylvania State University   (United States)

^b PENNSYLVANIA STATE UNIVERSITY   (United States)

Author keywords

Compression response; Mechanical behavior; Moisture effect; Particle shape effect; Prediction models; Rootzone sand mixtures; Shear failure response

Indexed keywords

AGGLOMERATION; BRITTLENESS; COMPRESSION TESTING; DEFORMATION; DRYING; DUCTILITY; ELASTIC MODULI; MATHEMATICAL MODELS; MOISTURE; POROSITY; PRESSURE EFFECTS; STRAIN; STRESS ANALYSIS;

INITIAL BULK DENSITY (IBD);

SAND;

ARTICLE; MATHEMATICAL MODEL; MOISTURE; PARTICLE SIZE; PRESSURE; PRIORITY JOURNAL; SAND; SHEAR RATE; STRESS STRAIN RELATIONSHIP;

EID: 0035743725     PISSN: 02726351     EISSN: 15480046     Source Type: Journal    
DOI: 10.1080/02726350290057895     Document Type: Article

References (4)

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3. Rumpf, H. 1990. Particle technology. New York: Chapman and Hall.
4. Yi, H., B. Mittal, V. M. Puri, F. Li, & C. F. Mancino. 2001. 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, 19(2): 145–173.