Rehabilitated reinforced concrete culvert performance under surface loading
Loading...
Authors
Simpson, Bryan
Hoult, Neil A.
Moore, Ian D.
Date
2017-06-14
Type
journal article
Language
en
Keyword
Reinforced concrete pipes , Deterioration , Rehabilitation , Lining , Surface load experiment
Alternative Title
Abstract
Reinforced concrete pipes require rehabilitation to mitigate the effects of deterioration and to increase their capacity when surface loading above the pipes is increased. Sliplining is one such method of rehabilitating reinforced concrete pipes. However, though design procedures exist for estimating the capacity of these rehabilitated pipes, there is no experimental evidence regarding how the load is shared between the pipe, the grout, and the liner, or the ultimate capacity of the rehabilitated pipe. Two damaged reinforced concrete pipes were buried and tested under surface loading before and after sliplining. Post-rehabilitation, the stiffness of the pipes was increased significantly, and the vertical diameter deformations were decreased by between 87% and 93%. The existing pipe was found to carry most of the load, partially due to the pre-existing cracks in the pipe being filled with grout during the sliplining process. Composite action was developed between the grout and the concrete pipe but not between the grout and the liner. The ultimate load carrying capacity of the pipes was governed by the bearing capacity of the unpaved ground surface rather than the pipes in these experiments.
Description
The final publication is available at Elsevier via https://doi.org/10.1016/j.tust.2017.06.007 © 2017. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/
Citation
Simpson, B., Hoult, N. A., & Moore, I. D. (2017). Rehabilitated reinforced concrete culvert performance under surface loading. Tunnelling and Underground Space Technology, 69, 52-63.
Publisher
Elsevier