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A Precast Faced Mechanical Stabilized Earth Solution for a 20 Metre High Mining Crusher Wall with Various Technical and Site Challenges

机译:适用于20米高的矿山破碎墙的预制面机械稳定土方解决方案,面临各种技术和现场挑战

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This paper presents a case study of the design and construction of a MSE wall at a remote mining site at Bloom Lake near Fermont, Quebec, Canada. The project at the time of completion in 2009 represented the highest precast load-supporting MSE structure by Reinforced Earth Company Ltd. Canada in mining application. The project faced several challenges. The steel strip reinforced earth wall was built straddling a cast-in-place reinforced concrete foundation and partially bears on re-compacted fill and bedrock. This required differential settlement design consideration. Design of the crusher wall also necessitated a load distribution concrete slab on the top to accommodate the significant surcharge and horizontal impact load from the 380 ton payload CAT797B haul trucks. Other constraints of the project were its remote location, wall geometry, cold weather backfilling operation and 24 hour installation.
机译:本文介绍了在加拿大魁北克省费尔蒙特附近的布卢姆湖的一个偏远采矿场中,MSE墙的设计和施工的案例研究。该项目于2009年完成时,代表了加拿大Reinforced Earth Company Ltd.在采矿应用中最高的预制负载支撑MSE结构。该项目面临若干挑战。钢带加固土墙建在现浇钢筋混凝土地基上,部分承压于重新压实的填土和基岩上。这需要差异沉降设计的考虑。破碎机壁的设计还需要在顶部分配载荷混凝土板,以承受380吨有效载荷CAT797B运货卡车的大量附加载荷和水平冲击载荷。该项目的其他限制因素包括其偏远地区,墙壁的几何形状,寒冷的天气回填操作和24小时安装。

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