Deep Jet-Grouted Cut-Offs in Riverine Alluvia for Ertan Cofferdams |
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Authors: | P Groppo Sembenelli G Sembenelli |
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Affiliation: | 1Member, ASCE,
21Pres. and Mgng. Dir., SC-Sembenelli Consult., 3∕5 Via Santa Valeria, 20123 Milano, Italy.
32Sr. Geotech. Engr., SC-Sembenelli Consult., 3∕5 Via Santa Valeria, 20123 Milano, Italy.
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Abstract: | Constructing the 245-m-high, double curvature concrete arch Ertan Dam required two high cofferdams (the upstream one exceeding 60 m) and the removal of 40 m of alluvium from the riverbed. Full penetration and partial penetration cut-offs were created at Ertan with jet-grouting techniques. Dewatering between the cofferdams and behind the cut-offs was successful and was maintained for more than 2 years against 40–70 m of water heads. This paper describes in detail the design rationale and main features, as well as the construction methods of both cut-offs. The treatment by conventional grouting of the rock below the jet-grouted wall is also outlined. |
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