Centrifuge modeling of rigid square footings on weak jointed rock

Geotechnical Testing Journal

Volumn 28, Issue 2, 2005, Pages 133-143

  Dunham, L ^a   Valsangkar, A J ^a   Schriver, A B ^a  

^a UNIVERSITY OF NEW BRUNSWICK   (Canada)

Author keywords

Bearing capacity; Footings; Joints; Rock mass

Indexed keywords

BEARING CAPACITY; CENTRIFUGATION; FOUNDATIONS; MATHEMATICAL MODELS;

CENTRIFUGE TESTS; RIGID SQUARE FOOTINGS; ROCK MASS;

ROCK MECHANICS;

EID: 15944417526     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (16)

1. Canadian Geotechnical Society, 1992, Canadian Foundation Engineering Manual, 3rd ed., Bi-Tech Publishers, Vancouver, Canada.
2. Coates, D. F., 1967, "Rock Mechanics Principles," Department of Energy, Mines and Resources, Ottawa, Canada.
3. Dykeman, P. and Valsangkar, A. J., 1996, ♂odel Studies of Socketed Caissons in Soft Rock," Canadian Geotechnical Journal, Vol. 33, No. 5, pp. 747-759.
4. Indraratna, B., 1990, "Development and Applications of a Synthetic Material to Simulate Soft Sedimentary Rock," Geotechnique, Vol. 40, No. 2, pp. 189-200.
5. Kosar, K., Phillips, R., Becker, D. E., and Turnham, J., 1997, "Physical Modelling of Foundations for the Northumberland Strait Crossing," Transportation Research Record, No. 1582, National Academy Press, pp. 8-12.
6. Kusakabe, O., 1996, "Foundations," Geotechnical Centrifuge Technology, R. N. Taylor, Ed., Chapman and Hall, London.
7. Leung, C. F., Khan, A., and Ko, H.-Y., 1991, "Capacity of Drilled Piers," Proceedings, Centrifuge '91 Conference, H.-Y. Ko, Ed., Balkema, Rotterdam, pp. 269-276.
8. Leung, C. F. and Ko, H.-Y., 1993, "Centrifuge Model Study of Piles Socketed in Soft Rock," Soils and Foundations, Vol. 33, No. 3, pp. 80-91.
9. Pells, P. J. N. and Turner, R. M., 1980, "End-Bearing on Rock with Particular Reference to Sandstone," Proceedings, International Conference on Structural Foundations on Rock, Sydney, Australia, Vol. 1, pp. 181-190.
10. Rosenbland, L. J., 1968, "Development of a Rock like Material," Proceedings, 1Oth Symposium on Rock Mechanics, Austin, TX, pp. 331-361.
11. Rowe, R. K. and Armitage, H. H., 1987, "Theoretical Solutions for Axial Deformation of Drilled Shafts in Rock," Canadian Geotechnical Journal, Vol. 24, No. 1, pp. 114-125.
12. Schofield, A. N., 1980, "Cambridge Geotechnical Centrifuge Operations, " Geotechnique, Vol. 30, No. 3, pp. 227-268.
13. Stimpson, B., 1970, "Modelling Materials for Engineering Rock Mechanics, " International Journal of Rock Mechanics and Mineral Science, Vol. 7, pp. 77-121.
14. Teng, W. C., 1962, "Foundation Design," Prentice-Hall, Englewood Cliffs, NJ.
15. U.S. Army Corps of Engineers, 1996, "Rock Foundations, ASCE Engineering and Design Guides, ASCE Press, New York.
16. End Bearing Capacity of Drilled Shafts in Rock," Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No. 7, pp. 574-584.