Model for large strain consolidation by centrifuge

International Journal of Geomechanics

Volumn 5, Issue 4, 2005, Pages 267-275

  Fox, Patrick J ^a   Lee, Jangguen ^a   Qiu, Tong ^b,c  

^a Ohio State University   (United States)

^b Ninyo and Moore   (United States)

^c UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Centrifuge; Clays; Consolidation; Numerical models; Settlement

Indexed keywords

COMPUTATIONAL GEOMETRY; COMPUTER SIMULATION; ERROR ANALYSIS; GEOTECHNICAL ENGINEERING; MATHEMATICAL MODELS; OPTIMIZATION; PORE PRESSURE; SETTLEMENT OF STRUCTURES; STRAIN; STRESSES;

GEOTECHNICAL CENTRIFUGE; MARINE CLAY; STRAIN CONSOLIDATION;

CLAY;

CENTRIFUGE; CLAY; CONSOLIDATION; NUMERICAL MODEL;

EID: 28744457103     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2005)5:4(267)     Document Type: Article

References (19)

1. Al-Tabbaa, A., and Wood, D. M. (1987). "Some measurements of the permeability of kaolin." Geotechnique, 37(4), 499-503.
2. Bear, J. (1972). Dynamics of fluids in porous media, Elsevier, New York.
3. Bloomquist, D. G., and Townsend, F. C. (1984). "Centrifugal modeling of phosphatic clay consolidation." Proc., Symp. on Sedimentation/Consolidation Models: Prediction and Validation, R. N. Yong and F. C. Townsend, eds., ASCE, New York, 565-580.
4. Croce, P., Pane, V., Znidarcic, D., Ko, H.-Y, Olsen, H. W., and Schiffman, R. L. (1985). "Evaluation of consolidation theories by centrifuge modeling." Application of centrifuge modeling to geotechnical design, W. H. Craig, ed., Balkema, Rotterdam, The Netherlands, 381-402.
5. Fox, P. J. (1999). "Solution charts for finite strain consolidation of normally consolidated clays." J. Geotech. Geoenviron. Eng., 125(10), 847-867.
6. Fox, P. J., and Berles, J. D. (1997). "CS2: A piecewise-linear model for large strain consolidation." Int. J. Numer. Analyt. Meth. Geomech., 21(7), 453-475.
7. Hubbert, M. K. (1940). "The theory of ground water motion." J. Geol., 48, 785-944.
8. Ilyas, T., Leung, C. F., Chow, Y. K., and Budi, S. S. (2004). "Centrifuge model study of laterally loaded pile groups in clay." J. Geotech. Geoenviron. Eng., 130(3), 274-283.
9. Lee, J., and Fox, P. J. (2005). "Efficiency of seepage consolidation for preparation of clay substrate for centrifugge testing." Geotech. Test. J., 28(6), 577-585.
10. Kimura, T., Kusakabe, O., Takemura, J., and Saitoh, K. (1984). "Preparation of a normally consolidated clay stratum in a centrifuge." Soils Found., 24(4), 71-83.
11. McVay, M., Townsend, F., and Bloomquist, D. (1986). "Quiescent consolidation of phosphatic waste clays." J. Geotech. Eng., 112(11), 1033-1049.
12. Mikasa, M., and Takada, N. (1984). "Selfweight consolidation of very soft clay by centrifuge." Proc., Symp. on Sedimentation/ Consolidation Models: Prediction and Validation, R. N. Yong and F. C. Townsend, eds., ASCE, New York, 121-140.
13. Nagaraj, T. S., Pandian, N. S., and Narasimba, Raju, P. S. R. (1994). "Stress-state-permeability relations for overconsolidated clays." Geotechnique, 44(2), 349-352.
14. Robinson, R. G., Tan, T. S., and Lee, F. H. (2003). "A comparative study of suction-induced seepage consolidation versus centrifuge consolidation." Geotech. Test. J., 26(1), 92-101.
15. Schiffman, R. L., Pane, V., and Sunara, V. (1985). "Sedimentation and consolidation." Proc., Engineering Foundation Conf.: Flocculation, Sedimentation, and Consolidation, B. M. Moudgil and P. Somasundaran, eds., Sea Island, Ga., 57-121.
16. Schofield, A. N. (1980). "Cambridge geotechnical centrifuge operations," Geotechnique, 30(3), 227-268.
17. Sharma, J. S., and Bolton, M. D. (2001). "Centrifugal and numerical modeling of reinforced embankments on soft clay installed with wick drains." Geotext. Geomembr, 19(1), 23-44.
18. Taylor, R. N. (1995). "Centrifuges in modeling: Principles and scale effects." Chap. 2, Geotechnical centrifuge technology, R. N. Taylor, ed., Blackie Academic & Professional, London, 19-33.
19. You, Z., and Znidarcic, D. (1994). "Initial stage of soft soil consolidation." Proc., Centrifuge '94, Balkerna, Rotterdam, The Netherlands, 399-403.