Autor: |
Cot, Radu Vasile, Moldovan, Dorin Vasile, Ilies, Nicoleta Maria, Parv, Bianca Roxana, Muntean, Lavinia Elena |
Předmět: |
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Zdroj: |
Proceedings of the International Multidisciplinary Scientific GeoConference SGEM; 2014, Vol. 2, p195-201, 7p |
Abstrakt: |
The article presents the solution decided for consolidation, that is two support structures laid as follows. A shoulder retaining structure of length L=35.00m will be built; it is made up of a Φ800 pile retaining structure, 14.00m long, at the inter distance of 1.50 m between the axes, incorporated in the good setting layer made of marl and fixed with 15.00m bar-type active anchors placed at 3.00m. On the top, a small 35.00m long retaining wall will be erected having both pile ends incorporated in it and anchor provision. The shoulder support structure is fitted with a foot base consolidation structure of 40.00m length, place at the slide base. The foot base consolidation consists in a support structure with Φ220 piles, of length 11.50m, at 0.60m inter distance, laid in three rows, incorporated in the good foundation layer that is marl. On the top, a small retaining wall will be erected with the piles ends embedded in it. [ABSTRACT FROM AUTHOR] |
Databáze: |
Complementary Index |
Externí odkaz: |
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