Proof load experiment on historic quay wall with timber pile foundation; Data underlying the dissertation: "Amsterdam quays under pressure - Modelling and testing of historic canal walls".

To test the lateral response of historic quay walls, a quay wall in Amsterdam Overamstel was proof loaded. In total, five experiments were conducted on four quay wall segments, named A, B, C, and D. On segment A two experiments were carried out, first A.I followed by A.II. The segments are 6.5m in width and loaded by a ballast water container with footprint 2.7×x6.0m. The loading increases the soil stress behind the quay wall, initiating a lateral movement of the quay wall towards the water. The quay wall segment was instrumented to measure the cross-sectional motion of the quay wall, including the surrounding soil body, and water pressures in specified layers. <br>This dataset contains the following:<br>- Movement of structural components, container load and soil movement. (Excel formats)

为测试历史码头岸壁的侧向响应，研究人员对阿姆斯特丹奥弗阿姆斯特尔（Overamstel）的一处码头岸壁实施了验证荷载试验。本次试验在编号为A、B、C、D的四个码头岸壁段上共开展五组实验：其中A段先后完成A.I与A.II两组实验。各岸壁段宽度均为6.5米，采用占地面积为2.7×6.0米的压载水集装箱施加荷载。该荷载会增大码头岸壁后方的土体应力，引发岸壁向水域方向的侧向位移。本次试验对该岸壁段布设了监测仪器，用于测量岸壁（含周边土体）的截面运动，以及指定土层中的水压力。<br>本数据集包含以下内容：<br>- 结构部件位移、集装箱荷载及土体位移数据（Excel格式）