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Instrumentation and Monitoring of a Four-Story Earth-Retaining ConcreteBuilding

机译:四层挡土混凝土的仪器仪表和监控建造

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A four-story reinforced concrete building retaining earth on one side andexhibiting large lateral displacement and structural distress was instrumented andmonitored for over four years. The rectangular building measuring 52.42 m by 71.32m is open to the elements and thus subjected to large temperature variation. Theapplication of classical lateral earth pressure theories and analysis methods for backanalysis were unsuccessful in predicting the observed behavior of the building.The instrumentation program involved the installation of eight vibrating-wiredisplacement transducers measuring the building movements in the longitudinal andtransverse directions, and 12 electrolytic tiltmeters mounted on the building wallabutting the retained soil backfill to measure the wall rotation. The instruments wereequipped with temperature sensors and were connected to an automatic dataacquisition system accessible via a remote connection.The monitoring results revealed the presence of a complex soil-structureinteraction involving the effects of temperature on the volumetric strains of thebuilding and their effects on the building movements and the development of lateralpressures in the retained earth mass. The results of the monitoring program arepresented in this paper.
机译:四层钢筋混凝土建筑,一侧保留土体, 表现出较大的横向位移和结构遇险,并且 监控了四年多。矩形建筑,面积为52.42 m x 71.32 m对元件敞开,因此经受较大的温度变化。这 侧向土压力理论与反演分析方法的应用 分析无法成功预测建筑物的观测行为。 仪器程序涉及安装八根振弦 位移传感器测量建筑物在纵向和纵向的运动 横向,并在建筑物墙壁上安装了12个电解倾斜仪 与保留的土壤回填邻接,以测量墙体的旋转。仪器是 配备温度传感器并连接到自动数据 可通过远程连接访问采集系统。 监测结果表明存在复杂的土壤结构 相互作用涉及温度对容器体积应变的影响 建筑及其对建筑运动和侧向发展的影响 保留的土体中的压力。监控程序的结果是 在本文中提出。

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