Analysis of the bearing capacity of a historic brick collector currently operated in a built-up area

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DOI:

https://doi.org/10.36119/15.2022.5.6

Keywords:

sanitary collector, brick structures, durability, load capacity analysis

Abstract

The article concerns the current load-bearing capacity of a brick sanitary sewer with large cross-sectional dimensions built in an open trench in the years 1893-1896 in Poznań. Based on the boreholes for bricks and mortar, the current mechanical properties of the wall were determined and analyzes and calculations of the load bearing capacity of the structure were performed with its variant loads: only the unloaded surface, the footings of a two-storey building with an additional load due to a possible superstructure.

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References

Gail Keeley: DENVER’S BRICK SEWERS : Prepared for the Colorado Department of Transportation. June 21, 2012, pp.85

Rudolph Hering: Report of the Results of an Examination Made in 1880 of Several Sewerage Works in Europe, Annual Report of the National Board of Helth, Washington:GovernmentPrinting Office, 1882, pp. 99-223. Reprinted in Sewering the Cities, by Barbara Gutmann Rosenkrantz, Ed. (New York: Arno Press, 1977).

Kuliczkowski A. Rury kanalizacyjne tom II. Projektowanie konstrukcji. Wyd. Politechniki Świętokrzyskiej, Kielce 2004.

Netzer W. Statische Berechnung erdverlegter Rohrleitungen mit genormten Querschnit ten. Verlag von Wilhelm Ernst & Sohn, Berlin München Düsseldorf, 1980

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Published

2022-05-31

How to Cite

Rapp, P., & Jasiczak, J. (2022). Analysis of the bearing capacity of a historic brick collector currently operated in a built-up area. Instal, 5, 34-42. https://doi.org/10.36119/15.2022.5.6