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- W1020734404 abstract "The alignment of a new highway from Igoumenitsa to Evros in the north of Greece required severalmassive cuts in soil slopes. Mainly due to erosion and creep movements within the superficial layer of a cut soil slope, the shotcrete facing failed. The friction forces as a result of interaction between shotcrete facing and soil surface caused an overstressing of the stiff facing, and finally its collapse. The shotcrete was removed and replaced by a flexible slope stabilisation system consisting of a high-tensile steel wire mesh cover in combination with an adequate nailing. Flexible slope stabilisation systems are widely used to stabilize soil and rock slopes. They are economical and a good alternative solution to stiff measures with shotcrete or massive structures with the possibility of reintroducing vegetation. Special concepts have been developed for the dimensioning of flexible slope stabilisation systems considering superficial instabilities. Numerous implemented cases in soil aswell as in rockwith andwithout vegetated faces confirmed that thesemeasureswere suitable for practical application." @default.
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- W1020734404 date "2005-01-01" @default.
- W1020734404 modified "2023-09-26" @default.
- W1020734404 title "Replacement of a failed shotcrete facing by a flexible slope stabilisation system" @default.
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