Linear representation of steady-state line for sand

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 124, Issue 12, 1998, Pages 1215-1217

  Li, X S ^a   Wang, Y ^a  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Deformation; Sand; Steady state equilibrium

Indexed keywords

COHESIONLESS SOILS; STEADY-STATE LINE;

ATMOSPHERIC PRESSURE; DEFORMATION; GRAPH THEORY; PRESSURE EFFECTS;

SAND;

DEFORMATION; SAND; STEADY-STATE EQUILIBRIUM;

EID: 0032417254     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:12(1215)     Document Type: Article

References (19)

1. Been, K., and Jefferies, M. G. (1985). "A state parameter for sands." Geotechnique, London, 35(2), 99-112.
2. Chang, C. S., Kabir, M. G., and Chang, Y. (1992). "Micromechanics modeling for stress-strain behavior of granular soils. II: Evaluation." J. Geotech. Engrg., ASCE, 118(12), 1975-1992.
3. Hardin, B. O., and Black, W. L. (1968). "Vibration modulus of normally consolidated clay." J. Soil Mech. and Found. Engrg., ASCE, 94(2), 353-369.
4. Hertz, H. (1881). "Über die beruhrung fester elasticher körper." Journal Für die Reine und Angewandte Mathematick, Berun Germany, 92, 156-171 (in German).
5. Hicher, P. Y. (1996). "Elastic properties of soils." J. Geotech. Engrg., ASCE, 122(8), 641-648.
6. Lambe, T. W., and Whitman, R. V. (1979). Soil mechanics, SI version. John Wiley & Sons, Inc., New York.
7. Li, X. S. (1997). "Modeling of dilative shear failure." J. Geotech. and Geoenvir. Engrg., ASCE, 123(7), 609-616.
8. Mindlin, R. D., and Deresiewicz, H. (1953). "Elastic spheres in contact under varying oblique forces." J. Appl. Mech., 20(3), 327-344.
9. Poulos, S. (1981). "The steady state of deformation." J. Geotech. Engrg., ASCE, 107(5), 553-561.
10. Poulos, S., Castro, G., and France, J. (1985). "Liquefaction evaluation procedure." J. Geotech. Engrg., ASCE, 111(6), 772-792.
11. Riemer, M. F., and Seed, R. B. (1997). "Factors affecting apparent positions of steady-state line." J. Geotech. and Geoenvir. Engrg., ASCE, 123(3), 281-288.
12. Roscoe, K. H., and Burland, J. B. (1968). "On the generalized stress-strain behavior of wet clay." Engineering plasticity. Cambridge University Press, London.
13. Roscoe, K. H., Schofield, A. N., and Wroth, C. P. (1958). "On the yielding of soils." Geotechnique, London, 8(1), 22-53.
14. Schofield, A. N., and Wroth, C. P. (1968). Critical state soil mechanics. McGraw-Hill Book Co., Inc., London.
15. Sladen, J. A., D'Hollander, R. D., and Krahn, J. (1985). "The liquefaction of sands, a collapse surface approach." Can. Geotech. J., Ottawa, Canada, 22, 564-578.
16. Vaid, Y. P., Chung, E. K. F., and Kuerbis, R. H. (1990). "Stress path and steady state." Can. Geotech. J., Ottawa, Canada, 27, 1-7.
17. Verdugo, R., and Ishihara, K. (1996). "The steady state of sandy soils." Soils and Found., Tokyo, Japan, 36(2), 81-91.
18. Wang, Y. (1997). "Characterization of dilative shear failure in sand," MPhil thesis, Hong Kong University of Science and Technology, Hong Kong, China.
19. Wang, Z. L., Dafalias, Y. F., and Shen, C. K. (1990). "Bounding surface hypoplasticity model for sand." J. Engrg. Mech., ASCE, 116(5), 983-1001.