Lateral pile group experiments on historic quay wall foundation piles; Data underlying the dissertation: "Amsterdam quays under pressure - Modelling and testing of historic canal walls".

To test the lateral response of old timber quay wall foundations, two lateral experiments have been carried out on 3x4 pile groups in Overamstel Amsterdam. In one of the experiments, the piles are loaded axially/vertically by means of a top load. The experiment without top load is labelled F1 and the experiment with top load is labelled F2. The pile group was instrumented to measure pile cap deflections, rotations and pile cap loads. For a selection of piles, in-ground strain measurements along the piles were carried out. For test F1 and F2, the instrumentation is identical. <br>This dataset contains the following:<br>- Pile forces, deflections and cap rotations data (Excel format)- Fibre optic measurments and installation details (Text files and Excel format)<br>

为测试老旧木质码头岸墙基础的侧向响应，研究人员在阿姆斯特丹奥弗拉姆斯特尔（Overamstel）针对3×4桩群（pile groups）开展了两项侧向加载试验。其中一项试验中，桩体通过顶部荷载实现轴向/竖向加载；无顶部荷载的试验编号为F1，带顶部荷载的试验编号为F2。该桩群布设了监测装置，用于测量桩帽（pile cap）的挠度、转角及桩帽荷载；针对部分桩体，开展了沿桩身的入土段应变测试。试验F1与F2的监测装置配置完全一致。<br>本数据集包含以下内容：<br>- 桩体内力、挠度及桩帽转角数据（Excel格式）<br>- 光纤测量数据与安装细节说明（文本文件及Excel格式）