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dc.contributor.authorZihao Zhu
dc.contributor.authorBaosong Ma
dc.contributor.authorWenfang Wu
dc.contributor.authorYahong Zhao
dc.contributor.authorTie Wang
dc.contributor.authorCong Zeng
dc.date.accessioned2022-01-31T23:42:24Z
dc.date.available2022-01-31T23:42:24Z
dc.date.issued8/1/2021
dc.identifier.other%28ASCE%29PS.1949-1204.0000542.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270206
dc.description.abstractFor underground structures at coastal areas, inflow/infiltration (I/I) control is a critical procedure to guarantee their quality, especially for manholes, which are more likely to have structural problems and I/I problems. There are several methods that could address these problems, including spraying, grouting, and in situ lining. In this case study, a combined grouting method is proposed for a deep-buried double-walled manhole rehabilitation project, the Diyar Al Muharraq (DAM) project in Bahrain. This case study involves I/I investigation, rehabilitation design, construction management, and evaluation of rehabilitation according to the monitoring data. The 4-step grouting method shows an excellent rehabilitation performance, the monitoring data show that the water level in manholes lowered by 21.35%, and the brine pressure at the bottom of manholes decreased by 78.26%, which means the combined grouting method is effective for manhole rehabilitation at coastal areas.
dc.publisherASCE
dc.titleGrouting Methods in Manhole Rehabilitations at Coastal Areas: Case Study
dc.typeJournal Paper
dc.journal.volume12
dc.journal.issue3
dc.journal.titleJournal of Pipeline Systems Engineering and Practice
dc.identifier.doi10.1061/(ASCE)PS.1949-1204.0000542
dc.journal.fristpage05021003-1
dc.journal.lastpage05021003-12
dc.page12
dc.treeJournal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 003
dc.contenttypeFulltext


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