Simple shear in granular media

Applied Mechanics Reviews

Volumn 50, Issue 11, 1997, Pages S81-S86

  Haythornthwaite, Robert M ^a  

^a Temple University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

FRICTION; GRANULAR MATERIALS; SHEAR STRESS; STRESS ANALYSIS; STRESS CONCENTRATION;

COULOMB FRICTION; QUARTZ SAND; RADIAL STRESS;

QUARTZ;

EID: 0031269834     PISSN: 00036900     EISSN: None     Source Type: Journal    
DOI: 10.1115/1.3101854     Document Type: Article

References (12)

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3. Comforth DH (1964), Some experiments on the influence of strain conditions on the strength of sand, Geotechnique 14 143-167.
4. Gruner HE, and Haefeli R (1934), Contribution to the investigation of the physical and static behavior of cohesive soils (in German), Schweitz Bauztg 111 299-303, 321-325.
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7. Hill R (1950), The Mathematical Theory of Plasticity, Clarendon Press, Oxford, England.
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9. Rankine WMJ (1857), On stability of loose earth, Phil Trans Royal Soc (London) 147 9-27.
10. Roscoe KH (1953), An apparatus for the application of simple shear to soil samples, Proc 3rd Int Conf Soil Mech Found Eng (Zurich, Austria) 1 186-191.
11. Skempton AW (1964), Long-term stability of slopes (4th Rankine Lecture), Geotechnique 14 77-102.
12. Vucetic M, and Lacasse S, with discussion by Airey DW, Wood DM, Budhu M, and Saada A (1982, 1984), Specimen size effects in simple shear test, J Geotechnical Eng 108 1567-1585, 110 439-453.