Arema Tunnel Design Manual

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The following strategy is based on the author’s 2011 AREMA Conference paper “Higher Diverging Speed Turnout Design in the Same Footprint.” Special trackwork, including turnouts, can reduce a track section’s capacity by requiring speed restrictions in order to extend the turnout’s service life and can be an expensive component to replace once that its service life ends. Modifying a

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* AREMA Manual for Railway Engineering, Chapter 1. 2.3 Values of Pd may be calculated using Marston’s formula for load or any other suitable method. 2.4 In the absence of adequate borings and soil tests, the full overburden height should be the basis for Pd in the tunnel liner plate design. The following is one form of Marston’s formula: Pd = CdWD where: Cd = coefficient for tunnel liner

Arema tunnel design manual
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AREMA Manual for Railway Engineering, Section 4.9, Design Criteria for Corrugated Metal Pipes AASHTO LRFD Bridge Design Specifications, Section 3, Loads and Load Factors

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This article will discuss the general design, installation, and other specific considerations for aggregate and ore tunnel applications involving the use of CMP, SPP, and SPA. The details associated with special appurtenances will also be addressed.

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