Interface behavior of granular soils

Engineering Construction and Operations in Challenging Environments Earth and Space 2004: Proceedings of the Ninth Biennial ASCE Aerospace Division International Conference

Volumn , Issue , 2004, Pages 65-72

  Frost, J David ^a   Hebeler, Gregory L ^a   Evans, T Matthew ^a   DeJong, Jason T ^b  

^a Georgia Institute of Technology   (United States)

^b University of Massachusetts   (United States)

Author keywords

Granular Materials; Interfaces; Numerical Modeling; Shear Bands; Strength

Indexed keywords

COMPUTER SIMULATION; FINITE DIFFERENCE METHOD; GRANULAR MATERIALS; NUMERICAL METHODS; SHEAR DEFORMATION; SHEARING; STRESS ANALYSIS; SURFACE CHEMISTRY; SURFACE ROUGHNESS;

GRANULAR SOILS; INTERFACE BEHAVIOR; PARTICLE DEFORMATION; SHEAR BANDS;

SOILS;

EID: 1942439141     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40722(153)10     Document Type: Conference Paper

References (15)

1. Aloufi, M. and Santamarina, J C (1995) "Low and high strain mechanical properties of grain masses - the effect of particle eccentricity " Transactions ASAE, 38(3), 877-887.
2. DeJong, J T and Frost, J D (2002) "A multi-friction sleeve attachment for the cone penetrometer " ASTM Journal of Geotechnical Testing, 25(2), 111-127
3. Dove, J E. and Frost, J D (1999) "Peak friction behavior of smooth geomembrane-particle interfaces" ASCE Journal of Geotechnical and Geoenvironmental Engineering, 125(7), 544-555
4. Evans, T M (2004) PhD dissertation, Georgia Institute of Technology, in progress
5. Frost, J D, Lee, S W, and Cargill, P E (1999) "The evolution of sand structure adjacent to geomembranes" Proc Geosynthetics '99 Conference, Vol. 1, pp 559-573
6. Frost, J D., DeJong, J.T, and Recalde, M (2002) "Shear failure behavior of granular - continuum interfaces" Engineering Fracture Mechanics, 69(17), 2029-2048
7. Hebeler, G.L (2004) PhD dissertation, Georgia Institute of Technology, in progress
8. Hryciw, R D, and Irsyam, M (1993) "Behavior of sand particles around rigid ribbed inclusions during shear " Soils and Foundations, 33(3), 1-13.
9. Oda, M and Kazama, H (1998) "Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils" Géotechnique 48(4), 465-481
10. Mühlhaus, B -B., and Vardoulakis, I (1987) "The thickness of shear bands in granular materials" Géotechnique, 37(3), 271-283
11. Roscoe, K H (1970) "The influence of strains in soil mechanics," Géotechnique 20(2), 129-170
12. Tejchman, J and Wu, W (1995) "Experimental and numerical study of sand-steel interfaces." International Journal for Numerical and Analytical Methods in Geomechanics, 19(8), 513-536.
13. Uesugi, M & Kishida, H (1986). "Frictional resistance at yield between dry sand and mild steel." Soils and Foundations, 26(4), 139-149.
14. th ICSMFE, Hamburg, Vol 1, 237-240
15. Yoshimi, Y and Kishida, T (1981). "A ring torsion apparatus for evaluating friction between soil and metal surfaces" Geotechnical Testing Journal, GTJODJ, 4(4), 145-152.