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Shear strength properties of naturally occurring bituminous sands

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dc.contributor.author Anochie-Boateng, Joseph
dc.contributor.author Tutumluer, E
dc.date.accessioned 2009-07-30T09:49:57Z
dc.date.available 2009-07-30T09:49:57Z
dc.date.issued 2009-06
dc.identifier.citation Anochie-Boateng, J and Tutumluer, E. 2009. Shear strength properties of naturally occurring bituminous sands. 8th International Conference on the Bearing Capacity of Roads, Railways, and Airfields (BCRA), Illinois, USA, 29 June-2 July 2009. pp 10 en
dc.identifier.isbn 978-0-415-871990
dc.identifier.uri http://hdl.handle.net/10204/3516
dc.description 8th International Conference on the Bearing Capacity of Roads, Railways, and Airfields (BCRA), Illinois, USA, 29 June-2 July 2009 en
dc.description.abstract Shear strength properties of three oil sand materials were determined in the laboratory by simulating field loading conditions of large capacity mining trucks and shovels. Both monotonic triaxial compression and direct shear tests were performed on the oil sand materials with bitumen contents of 8.5%, 13.3% and 14.5% at 20C and 30C test temperatures. Results from the two tests could not be effectively compared since the triaxial tests produced zero fric-tion angles for all the oil sand materials because of the cohesive nature of bitumen contents. However, results from the direct shear tests were comparable to properties of oil sands reported earlier from various other laboratory tests. Based on the direct shear test results, Mohr-Coulomb failure envelopes were determined to establish shear strength properties of the three oil sand samples. The results presented in this paper may be used to estimate friction angles and cohesion intercepts of oil sand materials with similar characteristics in the field en
dc.language.iso en en
dc.subject Bituminous sands en
dc.subject Shear strength properties en
dc.subject Oil sands en
dc.subject Tar sands en
dc.subject Specimens en
dc.subject Triaxial compression en
dc.subject BCRA 2009 en
dc.subject Mohr circles en
dc.subject Roads en
dc.subject Railways en
dc.subject Airfields en
dc.subject 8th International Conference on the Bearing Capacity of Roads, Railways, and Airfields en
dc.title Shear strength properties of naturally occurring bituminous sands en
dc.type Conference Presentation en
dc.identifier.apacitation Anochie-Boateng, J., & Tutumluer, E. (2009). Shear strength properties of naturally occurring bituminous sands. http://hdl.handle.net/10204/3516 en_ZA
dc.identifier.chicagocitation Anochie-Boateng, Joseph, and E Tutumluer. "Shear strength properties of naturally occurring bituminous sands." (2009): http://hdl.handle.net/10204/3516 en_ZA
dc.identifier.vancouvercitation Anochie-Boateng J, Tutumluer E, Shear strength properties of naturally occurring bituminous sands; 2009. http://hdl.handle.net/10204/3516 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Anochie-Boateng, Joseph AU - Tutumluer, E AB - Shear strength properties of three oil sand materials were determined in the laboratory by simulating field loading conditions of large capacity mining trucks and shovels. Both monotonic triaxial compression and direct shear tests were performed on the oil sand materials with bitumen contents of 8.5%, 13.3% and 14.5% at 20C and 30C test temperatures. Results from the two tests could not be effectively compared since the triaxial tests produced zero fric-tion angles for all the oil sand materials because of the cohesive nature of bitumen contents. However, results from the direct shear tests were comparable to properties of oil sands reported earlier from various other laboratory tests. Based on the direct shear test results, Mohr-Coulomb failure envelopes were determined to establish shear strength properties of the three oil sand samples. The results presented in this paper may be used to estimate friction angles and cohesion intercepts of oil sand materials with similar characteristics in the field DA - 2009-06 DB - ResearchSpace DP - CSIR KW - Bituminous sands KW - Shear strength properties KW - Oil sands KW - Tar sands KW - Specimens KW - Triaxial compression KW - BCRA 2009 KW - Mohr circles KW - Roads KW - Railways KW - Airfields KW - 8th International Conference on the Bearing Capacity of Roads, Railways, and Airfields LK - https://researchspace.csir.co.za PY - 2009 SM - 978-0-415-871990 T1 - Shear strength properties of naturally occurring bituminous sands TI - Shear strength properties of naturally occurring bituminous sands UR - http://hdl.handle.net/10204/3516 ER - en_ZA


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