Application of Tempe Cell to Measure Soil Water Characteristic Curve along with Geotechnical Properties of Oil Sands Tailings

Author:

Kabwe Louis K.1,Wilson G. Ward1,Beier Nicholas A.1ORCID,Barsi David1

Affiliation:

1. Department of Civil & Environmental Engineering, University of Alberta, Edmonton, AB T6G 2W2, Canada

Abstract

The traditional Tempe cell can be used to adequately determine the soil water characteristic curve (SWCC) for soils that do not undergo significant volume change as matric suction is increased, such as coarse-grained material such as sand with a low air entry value (AEV) (<500 kPa). When soils undergo substantial volume change as soil suction increases, such as fine-grained silts, clays, and oil sands tailings material, the soils need to be tested with distinctly different methods involving two apparatuses when using the Tempe cell. A single-step Tempe cell technique was developed and tested to measure the geotechnical and unsaturated properties of oil sands tailings samples. A series of nine Tempe cells were simultaneously used to measure the geotechnical and unsaturated soil properties of untreated fluid fine tailings (FFT) and treated flocculated centrifuged tailings (FCT). The results of the single-step Tempe cell technique provide several useful engineering functions relating matric suction to water content (SWCC), void ratio (volume change), solids content, and undrained shear strength. Both the traditional and single-step Tempe cell techniques yield comparable SWCC results, but the single-step Tempe cell yields result about three times faster than the traditional Tempe cell. The geotechnical results indicate that both the solids content and undrained shear strength of the FCT are greater than those of the untreated FFT and this indicates that flocculation and centrifugation increase solids content and undrained shear strength of the treated samples. Furthermore, the results indicate that the FFT starts at higher fine void ratio than the FCT and loses more water (volume change) at matric suctions lower than 7 kPa. Beyond 7 kPa, the compressions of both samples become the same. The single-step Tempe cell technique is, however, labor-intensive. The number of Tempe cell can be reduced to six depending on the starting load of the test. The use of the single-step Tempe cell technique in providing fast estimates of SWCC and geotechnical properties for oil sands tailings will be attractive to practitioners who intend to incorporate matric suction in oil sands geotechnical engineering problems.

Funder

NSERC/COSIA Industrial Research Chair in Oil Sands Tailings Geotechnique

Publisher

MDPI AG

Subject

General Earth and Planetary Sciences

Reference36 articles.

1. Fredlund, D.G., and Houston, S.L. (2013). Advances in Unsaturated Soils, Taylor & Francis Group.

2. Alberta Government (2018). Alberta Energy Regulator, Alberta Government. ST98 Report.

3. Jeeravipoolvarn, S. (2010). Geotechnical Behavior of In-Line Thickened Tailings. [Ph.D. Dissertation, University of Alberta].

4. Kabwe, L.K., Wilson, G.W., and Scott, J.D. (2018, January 3–7). Fluid Fine Tailings Dewatering Processes for Oil Sands Reclamation. Proceedings of the Mine Closure Conference, Leipzig, Germany.

5. Scott, J.D., Kabwe, L.K., Wilson, G.W., Sorta, A., and Jeeravipoolvarn, S. (2013, January 3–6). Properties which affect the consolidation behavior of Mature Fine Tailings. Proceedings of the Tailings and Mine Waste Conference, Banff, AB, Canada.

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