Evaluation of the seismic performance of a caisson and an L-type quay wall

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• 作者：Y. Yuksel ; ^{yalcinyksl@gmail.com} ; Z.T. Yuksel ; E. Cevik ; K. Orhan ; M. Berilgen
• 关键词：Earthquake ; Quay wall ; Seismic load ; Newmark Sliding block method ; Port engineering
• 刊名：Soil Dynamics and Earthquake Engineering
• 出版年：2017
• 出版时间：January 2017
• 年：2017
• 卷：92
• 期：Complete
• 页码：537-550
• 全文大小：2741 K
• 卷排序：92

文摘

This study presents new experimental results for gravity type quay walls. We did a series of shaking tank 1 g tests were performed for a 1/15 scaled caisson and L type quay wall. We presented the applicability of the sliding block concept estimated the performances of the quay walls. The shaking tank tests presented the wall displacements and the dynamic thrusts by analyzing force components.