1978Tunnels & tunnellingRequires access

RHINE-RUHR METRO - CASE STUDY NO 1. BOCHUM CITY RAILWAY. CONTRACT 3

M Hunt

Open publisher page 0 citations

Abstract

The article describes a case study concerning the construction of contract B3 forming part of the underground rapid transit system being commissioned by the city of Bochum as part of the Rhine-Ruhr metro system. Contract B3 is located at the end of the first tunnel section of line B and incorporates a station, a ramp to street level and provision for a future extension of the tunnel section. The construction method used was the new Austrian tunnelling method instead of open cut as originally planned for some sections. Headings were excavated by road-heading machines and a telescopic shovel feeding wheeled loading shovels. Front end loaders transported the spoil to shafts for lifting and removing from site. Steel arches were placed every metre with sprayed concrete for initial support. When the excavation was complete a final in-situ concrete lining was constructed in 8-10 M lengths. Details are given of tunnel dimensions and construction techniques employed.

About this research paper

What this paper is about

The article describes a case study concerning the construction of contract B3 forming part of the underground rapid transit system being commissioned by the city of Bochum as part of the Rhine-Ruhr metro system. Contract B3 is located at the end of the first tunnel section of line B and incorporates a station, a ramp to street level and provision for a future extension of the tunnel section. The construction method used was the new Austrian tunnelling method instead of open cut as originally planned for some sections. Headings were excavated by road-heading machines and a telescopic shovel feeding wheeled loading shovels. Front end loaders transported the spoil to shafts for lifting and removing from site. Steel arches were placed every metre with sprayed concrete for initial support. When the excavation was complete a final in-situ concrete lining was constructed in 8-10 M lengths. Details are given of tunnel dimensions and construction techniques employed.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

The article describes a case study concerning the construction of contract B3 forming part of the underground rapid transit system being commissioned by the city of Bochum as part of the Rhine-Ruhr metro system. Contract B3 is located at the end of the first tunnel section of line B and incorporates a station, a ramp to street level and provision for a future extension of the tunnel section. The construction method used was the new Austrian tunnelling method instead of open cut as originally planned for some sections. Headings were excavated by road-heading machines and a telescopic shovel feeding wheeled loading shovels. Front end loaders transported the spoil to shafts for lifting and removing from site. Steel arches were placed every metre with sprayed concrete for initial support. When the excavation was complete a final in-situ concrete lining was constructed in 8-10 M lengths. Details are given of tunnel dimensions and construction techniques employed.

Key concepts: Shovel, Excavation, Engineering, Heading (navigation), Civil engineering, Section (typography), New Austrian Tunnelling method, Arch

Related papers

Back to paper searchBrowse research topicsOriginal source
RHINE-RUHR METRO - CASE STUDY NO 1. BOCHUM CITY RAILWAY. CONTRACT 3 — Research Paper | ScholarLens