VSE knjižnice (vzajemna bibliografsko-kataložna baza podatkov COBIB.SI)
  • Stabilitätsnachweis für Tragpfähle von kombinierten Stahlspundwänden nach EC3
    Kuhlmann, Ulrike ...
    This contribution presents results of a small research project [17] analysing the stability aspects of king-piles of combined steel sheet piles. First of all the, new design rules according to ... Eurocode 3 are explicated. Exemplified calculations have shown that with the use these rules not only the effort for design increases but also the verification level will be more conservative. The embedment of the surrounding soil being considered in the form of a spring support, a big rise of the bearing load is observed. For the specification of the spring stiffness derived from the soil embedment exemplified moment-rotation relations were developed. The stiffness exceeds the required rotational stiffness necessary for reaching the old level of bearing load respectively based on the existing codes. Thus, it was possible to show, that the development of a procedure for the efficient stability design of combined steel sheet pile walls is necessary as well as feasible.
    Vir: Der Stahlbau. - ISSN 0038-9145 (Vol. 78, iss. 11, nov. 2009, str. 832-840)
    Vrsta gradiva - članek, sestavni del ; neleposlovje za odrasle
    Leto - 2009
    Jezik - nemški
    COBISS.SI-ID - 4801633
    DOI

vir: Der Stahlbau. - ISSN 0038-9145 (Vol. 78, iss. 11, nov. 2009, str. 832-840)
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