Structural Evaluation of the Greenhill Mine Tipple Structure Historic Site

Abstract

The tipple building located within the Greenhill Mine complex (a Provincial historic site) in southern Alberta, Canada is a reinforced concrete frame with a steel superstructure. The structure has been analyzed to assess its current state and the extent and causes of deterioration. The analysis is performed using data obtained from field and laboratory tests and evaluations and by using SAP2000 structural analysis software. Possible ways for conservation and restoration of the building for two different future uses are explored, and recommendations are provided.

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References

[1] G. Associates. Structural Review of Greenhill Mine (2013).

[2] American Concrete Institute. ACI 562-16, Code requirements for assessment, repair, and rehabilitation of existing concrete structures (2016).

[3] CSA Group. National Building Code of Canada (2015).

[4] CSA Group. CSA S806-12, Design and Construction of Building Components with Fibre-Reinforced Polymers (2012).

[5] CAN/CSA-S6-14, Canadian Highway Bridge Design Code (2014), vol. 1, no. 1.

[6] ISIS Canada. FRP Rehabilitation of Reinforced Concrete Structures FRP Rehabilitation of Reinforced Concrete Structures, Design Manual No. 4. (2008).

[7] Banthia N. et al. ISIS Educational Module 4: An Introduction to FRP Composites for Construction (2010). ISIS Canada Educational Module.

[8] Bisby, L. ISIS educational module 8: Durability of FRP Composites for Construction (2006), p. 22.

[9] Banthia N. et al. ISIS Educational Module 2: An Introduction to FRP Composites for Construction. ISIS Canada Educational Module. ISIS Canada (2006), pp. 1–54.