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Replacement of a Timber Trestle with an MSE Retaining Wall SystemCN Rail, Yale Mile 118.93 Trestle Replacement

机译:使用MSE挡土墙系统替换木材栈桥CN铁路,耶鲁大学英里118.93替换栈桥

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摘要

This timber trestle caught fire in the early 1990's. The structure required replacement due tornsubsequent deterioration over time, coupled with ever increasing rail demands. CanadianrnNational (CN) had to ensure minimal rail disruptions during replacement of this section ofrnmainline, with upwards of 40 trains per day.rnThis paper will discuss the innovative approach adopted by CN using Mechanically StabilisedrnEarth (MSE) to replace the ageing structure, and support the overhead rail. The project wasrnchallenging from the construction and staging perspectives. Canadian Pacific (CP) and FrontrnStreet were located immediately parallel to each side of the trestle. Construction was furtherrncomplicated by limited headroom as MSE panel placement proceeded directly below the existingrntrestle deck.rnThe MSE system selected was Reinforced Earth ? , designed and supplied by the Reinforced EarthrnCompany Ltd., and consisted of precast facing panels, inextensible steel reinforcement, andrnprecast coping. Precast MSE panels were placed around the timber bent structure. MSE panelrnplacement then proceeded upward, and as close to underside of deck as practical. CN opted tornfinish panel placement/backfill at the top of wall during two separate track closures work blocks.rnThe first was for 12 hours and the second was for 18 hours. The timber pile cap, deck, and railrnwere removed by crane. The removal of the deck enabled CN to complete the top of wallrnplacement, and resume backfilling by more conventional backfill techniques. The rail was re-installedrnby use of jointed rail sections. The precast coping was placed atop the wall andrnhandrails completed. The mainline was back in service being fully supported atop the MSE wall.rnConstruction commenced in January of 2004, and was substantially completed in May of 2004.rnMSE provided a successful staged construction solution, while allowing CN to maintain safe railrntraffic throughout the construction corridor, during the entire course of structure replacement.rnThis paper will illustrate the technical considerations of using MSE, along with the variousrnconstruction stages, and safety considerations associated with this project.
机译:这种木栈桥在1990年代初期起火。由于随着时间的流逝随后的恶化,需要更换结构,同时铁路需求也不断增加。加拿大国民(CN)必须在更换这条干线期间确保最小的铁路中断,每天要增加40列火车。本文将讨论CN采用机械稳定地球(MSE)替代老化结构的创新方法,并支持高架铁路。从建设和阶段的角度来看,该项目是巨大的。加拿大太平洋(CP)和弗恩街(FrontrnStreet)紧邻栈桥的每一侧。由于MSE面板的放置直接在现有rnstrestre甲板的下方进行,因此有限的净空使施工变得更加复杂。rn选择的MSE系统是“加筋土?由Reinforced EarthrnCompany Ltd.设计和提供,由预制面板,不可拉伸的钢筋和预制顶盖组成。将预制的MSE面板放置在木材弯曲的结构周围。然后,将MSE面板向上放置,并尽可能靠近甲板下方。在两个单独的轨道关闭工作块期间,CN选择了在墙顶处撕裂的面板放置/回填。rn第一个时间为12小时,第二个时间为18小时。用起重机将木桩帽,甲板和栏杆拆除。移除甲板使得CN能够完成墙的顶部放置,并通过更常规的回填技术恢复回填。通过使用节理的轨道部分重新安装了轨道。将预制的顶盖放在墙顶上,完成扶手。主线重新投入使用,并在MSE墙的顶部得到了完全的支撑。rn建设工作于2004年1月开始,并于2004年5月基本完成。本文将说明使用MSE的技术注意事项,以及各个施工阶段,以及与该项目相关的安全注意事项。

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  • 来源
  • 会议地点 Calgary(CA);Calgary(CA)
  • 作者单位

    Canadian National,rn10004 - 104th Avenue, Edmonton, AB, T5J 0K2;

    Reinforced Earth Company Ltd.,rn101 – 2145 West Broadway, Vancouver, BC, V6K 4L3;

    Reinforced Earth Company Ltd,rn229 – 1550 Enterprise Road, Mississauga, ON, L4W 4P4;

    Reinforced Earth Company Ltd,rn229 – 1550 Enterprise Road, Mississauga, ON, L4W 4P4;

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  • 正文语种 eng
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  • 入库时间 2022-08-26 14:25:08

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