Postpeak strength of interfaces in a stress-dilatancy framework

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 11, 2006, Pages 1474-1484

  Dietz, Matthew S ^a   Lings, Martin L ^a  

^a UNIVERSITY OF BRISTOL   (United Kingdom)

Author keywords

Dilatancy; Friction; Interface shear; Roughness; Sand; Steel

Indexed keywords

FRICTION; SAND; STEEL; SURFACE ROUGHNESS;

DIRECT SHEAR APPARATUS; SAND-STEEL INTERFACE; STRESS-DILATANCY RELATIONSHIPS;

INTERFACES (MATERIALS);

DILATANCY; FRICTION; SAND; SHEAR STRENGTH; STEEL; STRESS ANALYSIS; STRESS-STRAIN RELATIONSHIP; SURFACE ROUGHNESS;

FRICTION; INTERFACIAL PROPERTY; SHEAR PROPERTY; STEEL; STRENGTH; SURFACE PROPERTY;

EID: 33751203530     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:11(1474)     Document Type: Article

References (19)

1. Bishop, A. W. (1950). "Discussion on Measurement of shear strength of soils." GeotechniqueGTNQA80016-8505, 2(2), 113-116.
2. Bolton, M. D. (1986). "The strength and dilatancy of sands." GeotechniqueGTNQA80016-8505, 36(1), 65-78.
3. Davis, E. H. (1968). "Theories of plasticity and the failure of soil masses." Soil mechanics: Selected topics, I. K. Lee, ed., Butterworth, London.
4. Dietz, M. S. (2000). "Developing an holistic understanding of interface friction using sand within the direct shear apparatus." Ph.D. thesis, Univ. of Bristol, Bristol, U.K.
5. Dove, J. E., and Jarrett, J. B. (2002). "Behavior of dilative sand interfaces in a geotribology framework." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(2002)128:1(25), 128(1), 25-37.
6. Jardine, R. J., Lehane, B. M., and Everton, S. J. (1993). "Friction coefficients for piles in sands and silts." Offshore site investigation and foundation behavior, Kluwer, Dordrecht, The Netherlands, 661-677.
7. Jewell, R. A. (1989). "Direct shear tests on sand." GeotechniqueGTNQA80016-8505, 39(2), 309-322.
8. Lings, M. L., and Dietz, M. S. (2004). "An improved direct shear apparatus for sand." GeotechniqueGTNQA80016-8505, 54(4), 245-256.
9. Lings, M. L., and Dietz, M. S. (2005). "The peak strength of sand-steel interfaces and the role of dilation." Soils Found.SOIFBE0038-0806, 45(6), 1-14.
10. Miura, S., and Toki, S. (1982). "A sample preparation method and its effects on static and cyclic deformation-strength properties of sand." Soils Found.SOIFBE0038-0806, 22(1), 61-77.
11. Miura, K., Maeda, K., and Toki, S. (1997). "Method of measurement for the angle of repose of sands." Soils Found.SOIFBE0038-0806, 37(2), 89-96.
12. O'Rourke, T. D., Druschel, S. J., and Netravali, A. N. (1990). "Shear strength characteristics of sand-polymer interfaces." J. Geotech. Engrg.JGENDZ0733-9410, 116(3), 451-469.
13. Paikowsky, S. G., Player, C. M., and Connors, P. J. (1995). "A dual interface apparatus for testing unrestricted friction of a soil along solid surfaces." Geotech. Test. J.GTJODJ0149-6115, 18(2), 168-193.
14. Rowe, P. W. (1962). "The stress dilatancy relation for static equilibrium of an assembly of particles in contact." Proc. R. Soc. LondonPRLAAZ0962-8444, A269, 500-527.
15. Stroud, M. A. (1971). "The behavior of sand at low stress levels in the simple shear apparatus." Ph.D. thesis, Univ. of Cambridge, Cambridge, U.K.
16. Subba Rao, K. S., Allam, M. M., and Robinson, R. G. (1998). "Interfacial friction between sands and solid surfaces." Geotech. Eng.GTEGB20046-5828, 131, 75-82.
17. Taylor, D. W. (1948). Fundamentals of soil mechanics, Wiley, New York.
18. Uesugi, M., and Kishida, H. (1986). "Frictional resistance at yield between dry sand and mild steel." Soils Found.SOIFBE0038-0806, 26(4), 139-149.
19. Uesugi, M., Kishida, H., and Tsubakihara, Y. (1989). "Friction between sand and steel under repeated loading." Soils Found.SOIFBE0038-0806, 29(3), 127-137.