Rehabilitated reinforced concrete culvert performance under surface loading. (October 2017)

• Record Type: Journal Article
• Authors: Simpson, Bryan; Hoult, Neil A.; Moore, Ian D.
• Is Part Of: Tunnelling and underground space technology. Volume 69(2017)
• Page Start: 52
• Page End: 63
• Publication Date: 2017-10
• Subjects: Reinforced concrete pipes -- Deterioration -- Rehabilitation -- Lining -- Surface load experiment; Tunneling -- Periodicals; Underground construction -- Periodicals; Tunnels -- Periodicals; Underground areas -- Periodicals; 624.193
• DOI: 10.1016/j.tust.2017.06.007
• Languages: English
• ISSNs: 0886-7798

Abstract

Highlights: Two damaged reinforced concrete pipes were tested under surface loading. The pipes were rehabilitated using an HDPE grouted slip-liner. Vertical diameter changes were reduced by approximately 90% after lining. The concrete pipes carried most of the load due to grout filling the cracks. The concrete pipes and grout acted as composite but liner was not composite. 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.