Failure and dilatancy properties of sand at relatively low stresses

Journal of Engineering Mechanics

Volumn 132, Issue 12, 2006, Pages 1396-1399

  Lancelot, Laurent ^a   Shahrour, Isam ^a   Al Mahmoud, Marwan ^a  

^a UNIV LILLE   (France)

Author keywords

Dilatancy; Friction; Isotropy; Liquefaction; Localization; Slope stability; Triaxial test

Indexed keywords

COMPRESSION TESTING; FAILURE (MECHANICAL); FRICTION; SLOPE STABILITY; SOIL LIQUEFACTION; STRESSES;

DILATANCY; SAND PROPERTIES; TRIAXIAL TEST;

SAND;

COMPRESSION TESTING; FAILURE (MECHANICAL); FRICTION; SAND; SLOPE STABILITY; SOIL LIQUEFACTION; STRESSES;

DILATANCY; DRAINED TEST; FAILURE ANALYSIS; FRICTION; ISOTROPY; LIQUEFACTION; SAND; TRIAXIAL TEST;

EID: 33751107180     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2006)132:12(1396)     Document Type: Article

References (13)

1. Al Mahmoud, M. (1997). "Etude en laboratoire du comportement des sables sous faibles contraintes." Ph.D. dissertation, Univ. of Lille, France.
2. Biarez, J., and Hicher, P.-Y. (1994). Elementary mechanics of soil behaviour, Balkema, Rotterdam, The Netherlands.
3. Biarez, J., and Ziani, F. (1991). "Introduction aux lois de comportement des sables très peu denses." Revue Française de Géotechnique, 54, 65-73.
4. Bolton, M. D. (1986). "The strength and dilatancy of sand." GeotechniqueGTNQA80016-8505, 36(1), 65-78.
5. Fukushima, S., and Tatsuoka, F. (1984). "Strength and deformation characteristics of saturated sand at extremely low pressures." Soils Found.SOIFBE0038-0806, 24(4), 30-48.
6. Kolymbas, D., and Wu, W. (1990). "Recent results of triaxial tests with granular materials." Powder Technol.POTEBX0032-591010.1016/ 0032-5910(90)80136-M, 60, 99-119.
7. Konrad, J.-M., Flavigny, E., and Meghachou, M. (1991). "Comportement non drainé du sable d'Hostun lâche." Revue Française de Géotechnique, 54, 53-63.
8. Lancelot, L., and Shahrour, I. (1994). "Mechanical behaviour of a chemical powder at low stress level: Influence of temperature and humidity." Powder Handl. Process.PHAPER0934-7348, 6(3), 303-308.
9. Lo, S.-C. R., and Chu, J. (1993). "One test determination of the failure curve of a granular material by strain path testing." Soils Found.SOIFBE0038-0806, 33(1), 176-181.
10. Menzies, B. (1988). "A computer controlled hydraulic triaxial testing system." Advance triaxial testing of soil and rock, ASTM STP 977, R. T. Donaghe, R. C. Chaney, and M. L. Silver eds., ASTM, Philadelphia, 82-94.
11. Ponce, V. M., and Bell, J. M. (1971). "Shear strength of sand at extremely low pressures." J. Soil Mech. and Found. Div.JSFEAQ0044-7994, 97(4), 625-638.
12. Roscoe, K. H., Schofield, A. N., and Wroth, C. P. (1958). "On the yielding of soils." GeotechniqueGTNQA80016-8505, 8(1), 22-53.
13. Rowe, P. W. (1962). "The stress-dilatancy relation for static equilibrium of an assembly of particles in contact." Proc. R. Soc. LondonPRLAAZ0962-8444, 269, 500-527.