首页> 外文会议>Deep Foundations Institute 28th Annual Conference on Deep Foundations: Deep Foundations in Compressible Soil and Soft Rock >HELICAL PULLDOWN™ MICROPILES SUPPORT MUSEUM CELEBRATING THE BICENTENNIAL OF THE LEWIS AND CLARK EXPEDITION
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HELICAL PULLDOWN™ MICROPILES SUPPORT MUSEUM CELEBRATING THE BICENTENNIAL OF THE LEWIS AND CLARK EXPEDITION

机译:HELICAL PULLDOWN™微生物支持博物馆庆祝刘易斯和克拉克远征的百年纪念

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The Discovery Expedition of St. Charles, MO chose to build its two-story museum in the flood plain of the Missouri River, near the starting point of the Lewis and Clark Expedition. Should the lower level be inundated at flood stage, plans call for the replica riverboats to be moved by trailer to higher ground. The museum's design required an open span structure with heavily loaded footing or piles. Spread footings could not be used due to the compressible soil profile. The location, in a historical district, precluded dynamically driven piles. Sixty-three uncased Helical Pulldown Micropiles were driven to the bearing stratum to support the museum with minimum disturbance. There were no spoils to dispose of during construction and the piles were completed in eight working days with minimum impact to the environment and neighborhood. The maximum working load required was 84,000 pounds (374kN). Test results are given in the form of installing torque.
机译:密苏里州圣查尔斯的探索探险队选择在密苏里河泛滥平原上建立其两层楼的博物馆,靠近刘易斯和克拉克探险队的起点。如果在洪水期淹没了较低的水位,则计划要求将仿制的河船用拖车移动到较高的地面。博物馆的设计需要一个开放的跨度结构,其底脚或桩应承受重载荷。由于可压缩的土壤剖面,无法使用展开的基础。该位置位于历史悠久的地区,因此无法使用动态打桩。将63个未装箱的螺旋下拉微动桩驱动到轴承层,以最小的干扰来支撑博物馆。施工期间没有弃土可弃,桩在8个工作日内完成,对环境和周围环境的影响最小。所需的最大工作负载为84,000磅(374kN)。测试结果以安装扭矩的形式给出。

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