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Skip to Search Results- 117Geotechnical and Geoenvironmental Engineering Program
- 82Geotechnical and Geoenvironmental Engineering Program/Journal Articles (Geotechnical & Geoenvironmental Engineering)
- 18Geotechnical and Geoenvironmental Engineering Program/Other Research Publications (Geotechnical & Geoenvironmental Engineering)
- 17Geotechnical and Geoenvironmental Engineering Program/Conference Proceedings (Geotechnical & Geoenvironmental Engineering)
- 7Civil and Environmental Engineering, Department of
- 5Civil and Environmental Engineering, Department of/Presentations (Civil & Environmental Engineering)
- 27Morgenstern, N. R.
- 26Sego, D. C.
- 24Robertson, P. K.
- 14Cruden, D. M.
- 8Beier, Nicholas A
- 8Chan, D. H.
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1991-01-01
Case histories are used to illustrate the empirical fracture that influence the selection of the design Factor of Safety as calculated by limit equilibrium methods of stability analysis. These case histories are concerned with 1) the behaviour of a plastic clay fill placed wet of optimum moisture...
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1996
Abstract: Fine tails, the resulting fine waste from oil sand processing, undergoes large-strain consolidation in tailings ponds. Its consolidation behavior must be analyzed using a large-strain consolidation theory, which requires the determination of the relationship between the void ratio and...
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Mesofabric, Microfrabric, and Submicrofabric of Ice-Thrust Bedrock, Highvale Mine, Wabamum Lake Area, Alberta
Download1988
Cruden, D. M., Tsui, P. C., Thomson, S.
The fabric of the ice-thrust argillaceous bedrock from a shear zone was studied in hand specimens, under a polarizing microscope and a scanning electron microscope. The fabric included principal displacement shears, Riedel shears, conjugate sets of particle alignments, cutans, lithorelics, and...
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1967
Tchalenko, J. S., Morgenstern, N. R.
A clay with near perfect particle parallelism was prepared by consolidating a slurried kaolin in a large oedometer. Shear box samples trimmed at various angles to the compression direction revealed no significant difference in drained strength. Samples with original bedding normal and parallel to...
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2003
Kaiser, P., Hajiabdolmajid, V., Martin, C. D.
In deep underground excavations in hard rocks where stresses easily exceed the micro-crack initiation stress level inside the rock mass, proper consideration of the behaviour of rockmass during the brittle fracturing process in constitutive modelling is of paramount importance. Current empirical...
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Open source software for data collection from SDI-12 sensors connected to an Arduino microcontroller.
Open source software for data collection from SDI-12 sensors connected to an Arduino microcontroller.
Download2020-01-01
Sattler, Kelvin D., Elwood, David, Hendry, Michael T., Berscheid, Brian, Marcotte, Bryce, Haji Abdulrazagh, P., Huntley, David
This document is open source software intended for the development of low-cost data acquisition and telemetry systems for geotechnical instrumentation applications. This software determines all addresses for active SDI-12 (serial digital interface 1,200 Baud) sensors connected to an Arduino...
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Open source software for data collection from vibrating wire piezometer sensors connected to an Arduino microcontroller.
Open source software for data collection from vibrating wire piezometer sensors connected to an Arduino microcontroller.
Download2020-01-01
Sattler, Kelvin D., Elwood, David, Hendry, Michael T., Berscheid, Brian, Marcotte, Bryce, Haji Abdulrazagh, Parisa, Huntley, David
This document is open source software intended for the development of low-cost data acquisition and telemetry systems for geotechnical instrumentation applications. This software provides an example of the data collection from a single vibrating wire piezometer and associated thermistor. This...