软土地基大型洞室交叉口超前设计,无需常规钢筋加固

J. Laubbichler, T. Schwind, A. Gakis, Alejandro Sanz, Francisco Soto
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引用次数: 0

摘要

作为Eglinton Crosstown轻轨项目的一部分,多伦多三个采矿站的设计涉及位于非均质、含水的冰川沉积物中的大型隧道的几个交叉点。最具挑战性的开口,每个220平方米,在18米高的横切隧道的两侧形成,以便挖掘18米宽的平台洞穴。设计的一个关键目标是优化隧道形状和纤维增强喷射混凝土性能的先进模拟,允许在初始隧道衬砌中实现这些开口,而无需传统的钢筋加固或增厚,从而简化和加速施工,同时降低健康和安全风险。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Advanced design of large cavern intersections in soft ground without conventional bar reinforcement
The design of three mined stations in Toronto as part of the Eglinton Crosstown Light Rail Project involved several intersections of large tunnels situated in the heterogenous, water‐bearing glacial till deposits. The most challenging openings, 220 m2 each, were formed in the two sides of the 18 m high cross‐cut tunnels to allow the excavation of the 18 m wide platform caverns. A key objective for the design was the optimization of the tunnel shapes and the advanced simulation of the fibre reinforced shotcrete properties, to allow these openings in the initial tunnel linings to be achieved without conventional bar reinforcement or thickenings, thus simplifying and accelerating the construction, whilst reducing health and safety risks.
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