prestressed monoanchor casting

2011 / 1. Jahresbericht 2008 / 10 Activities - PDF

Pile,prestressed concrete Pile,pressure concrete Pile,prepacked soil concrete

Vergleich der Rechenwerte mit den Versuchswerten The evaluation of the test results of the unconfined tests showed that the casting direction have no significant influence on the shape of the curve. Whereas the presence of a crack has to be taken into account as suggested by Furche [9] by the factor 2 (cracked/uncracked).