{"id":20687,"date":"2023-09-01T10:07:43","date_gmt":"2023-09-01T08:07:43","guid":{"rendered":"https:\/\/www.soletanche-bachy.com\/offer-portfolio\/digue-de-cusset-france\/"},"modified":"2023-09-01T10:22:18","modified_gmt":"2023-09-01T08:22:18","slug":"cusset-dyke-france","status":"publish","type":"avada_portfolio","link":"https:\/\/www.soletanche-bachy.com\/en\/offer-portfolio\/cusset-dyke-france\/","title":{"rendered":"Cusset Dyke, France"},"content":{"rendered":"

Context of the project<\/h2><\/div>

EDF operates the hydroelectric power station of Cusset, located in Villeurbanne (Rh\u00f4ne, France). The station was built around 1895. A bypass canal, called Canal de Jonage, 8km long, was built at the same time to supply the water turbines of the dam. But since 1995 EDF noticed the formation of a subsidence on the right embankment where the right bank joins the sluice gate of the dam.<\/p>\n<\/div>

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Description of the project<\/h2><\/div>

In the next year, EDF forecasted a 5km long cut-off wall project for this 10m high embankment. But they decided to carry out a 160m long cutoff wall nearby the station as a matter of emergency.<\/p>\n

The embankment is made of 10m sand and gravel backfill and pebbles, sometimes without matrix, and then natural compact gravels. EDF determined a socket of 2m in this compact soil layer and 5m nearby the station. The depth of the cut-off wall is between 12 and 15m.<\/p>\n<\/div>

Our solution<\/h2><\/div>

The technique Geomix\u00ae<\/a> consists in mixing the soil, without excavation, with a\u00a0cement slurry. The cement content of the slurry is adjusted to match a hydraulic conductivity criterion of 10-9m\/s. The Geomix\u00ae process has been chosen to the detriment of injection<\/a> treatment or slurry wall for the following three reasons:<\/p>\n