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The steady growth in world trade leads to a demand for more port and harbour facilities. One of the most common forms of construction for deep‐water harbour quays is the combined steel pile wall. It consists of up to 45 m long H‐section king piles plus Z‐section intermediate sheet pile infill elements. The intermediate elements and the quay both transfer all forces to the king piles, which as a result...
Anhand einer statistischen Auswertung dynamischer Pfahlprobebelastungen und zugehöriger Drucksondierungen wird ein neues Nachweisverfahren der vertikalen Tragfähigkeit für Spundwände vorgestellt, das in die 11. Auflage der EAU eingehen wird. Es wird gezeigt, dass die mittels Pfahlprobebelastungen ermittelte Gesamttragfähigkeit in nahezu allen Fällen die rechnerische Tragfähigkeit übersteigt. Das Nachweisverfahren...
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