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Skip to Search Results- 26Sego, D. C.
- 8Beier, Nicholas A
- 8Robertson, P. K.
- 8Wilson, G. Ward
- 5Biggar, K. W.
- 4Morgenstern, N. R.
- 26Geotechnical and Geoenvironmental Engineering Program
- 14Geotechnical and Geoenvironmental Engineering Program/Journal Articles (Geotechnical & Geoenvironmental Engineering)
- 11Geotechnical and Geoenvironmental Engineering Program/Conference Proceedings (Geotechnical & Geoenvironmental Engineering)
- 1Geotechnical and Geoenvironmental Engineering Program/Other Research Publications (Geotechnical & Geoenvironmental Engineering)
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2017-11-05
Wilson, G. Ward, Sego, D. C., Beier, Nicholas A
The Tailings and Mine Waste Conference provides mine waste managers, engineers, regulators and researchers an opportunity to discuss the latest developments in tailings and mine waste management, to present new ideas and to make professional contacts with others who have mutual interests and goals.
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2021-11-07
Beier, Nicholas A, Wilson, G. Ward, Sego, D. C.
The Tailings and Mine Waste Conference provides mine waste managers, engineers, regulators and researchers an opportunity to discuss the latest developments in tailings and mine waste management, to present new ideas and to make professional contacts with others who have mutual interests and goals.
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1995
Sego, D. C., Cunning, J. C., Robertson, P. K.
Abstract: Shear wave velocity (V-s) measurements were carried out in a triaxial testing program on three different cohesionless soils. The V-s was measured using bender elements during consolidation and at ultimate steady state. After consolidation the soil samples were loaded in shear under...
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1995
Robertson, P. K., Cunning, J. C., Sego, D. C., Sasitharian, S.
Abstract: The initial state of a sand, defined by the void ratio and effective mean normal stress, can be used to predict its large-strain response. Laboratory studies have shown that the shear-wave velocity of a sand is controlled primarily by the effective confining stresses and void ratio....
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2000
Konrad, J. M., Law, T., Piche, R., Finn, W. D. L., Cathro, D. C., Atukorala, U., Byrne, P. M., Youd, T. L., Wride, C. E., Biggar, K. W., Sego, D. C., Hofmann, B. A., Vaid, Y. P., Hughes, J., List, B. R., Monahan, P. A., Sokowicz, J., Czajewski, K., Stewart, R. A., Lord, E. R. F., Zavodni, Z., Kupper, A., Imrie, A. S., Woeller, D. J., Robertson, P. K., Campanella, R. G., Chan, D. H., Scott, D., Phillips, R., Hammamji, Y., Howie, J. A., Watts, B. D., Morgenstern, N. R., Plewes, H. D., Gu, W. H., Tan, S.
Abstract: The Canadian geotechnical engineering community has completed a major collaborative 5 year research project entitled the Canadian Liquefaction Experiment (CANLEX). The main objective of the project was to study the phenomenon of soil liquefaction, which can occur in saturated sandy...
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2000
Czajewski, K., Konrad, J. M., Monahan, P. A., Robertson, P. K., Zavodni, Z., Plewes, H. D., Sokowicz, J., Hofmann, B. A., Cathro, D. C., Law, T., Hughes, J., Howie, J. A., Chan, D. H., Phillips, R., Youd, T. L., Watts, B. D., Morgenstern, N. R., Biggar, K. W., Imrie, A. S., Stewart, R. A., Atukorala, U., Woeller, D. J., Wride, C. E., Scott, D., Piche, R., Kupper, A., Sego, D. C., Gu, W. H., Byrne, P. M., List, B. R., Hammamji, Y., Lord, E. R. F., Campanella, R. G., Finn, W. D. L., Tan, S., Vaid, Y. P.
Abstract: The Canadian geotechnical engineering community has completed a major collaborative 5 year research project entitled the Canadian Liquefaction Experiment (CANLEX). The main objective of the project was to study the phenomenon of soil liquefaction, which can occur in saturated sandy...