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 Secugrid® in use. |
To prevent settlements in the new construction of the storage site for wings of wind mills it was necessary to place a Secugrid 60/60 Q1 geogrid under the base course. To additionally improve its performance and reduce settlements Secugrid® was pre-stressed up to 2 %. In several areas a second reinforcement was necessary and Combigrid® 40/40 Q6/201 GRK 3 was used.
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Construction of an up to 24 m high retaining wall (85° front face), where 50.000 m² of Secugrid® 80/20 R6 and 200/40 R6 reinforce 40,000 m³ of soil material. With this intelligent and innovative geosynthetic design a useless slope for buildings was created to 9,000 m² plateau for an individual master-plan.
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