莫斯科中央直径标志-赫列布尼科沃(mcd-1)路段增加铁路容量时路基可靠性的评估和保证

A. Zaytsev, D.P. Kozhelev
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引用次数: 0

摘要

本文讨论了确保莫斯科中央直径(MTsD-1)公路路段路基运行可靠性的选择方案。通过对场地信息的分析,对场地某一目标的边坡稳定性进行了计算,并进行了技术决策。主要开发的技术包括在莫斯科高速公路马克-洛尼亚段安装一个挡土墙- Terramesh系统的加固土墙。
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ASSESSMENT AND ASSURANCE OF THE RELIABILITY OF THE ROADBED WHEN INCREASING THE CAPACITY OF THE RAILWAY TRACK ON THE SECTION OF THE MOSCOW CENTRAL DIAMETER MARK – KHLEBNIKOVO (MCD-1)
The article discusses options for ensuring the operational reliability of the subgrade on the section of the Moscow Central Diameter (MTsD-1) road. The authors analyzed the information about the site, calculated the stability of the slopes at one of the objects of the site, and made technical decisions. The main developed technical ones consisted in the installation of a retaining structure - a reinforced soil wall of the Terramesh system at the Mark - Lobnya section of the Moscow High-Speed Diameter.
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