Fully Mechanized Small Diameter Tunneling Technology

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 10
- File Size:
- 413 KB
- Publication Date:
- Jan 1, 1981
Abstract
INTRODUCTION In urbanized area with heavy street traffic and with environmental requirements to lessen construction noise and vibration, the cut-and-cover is not always a feasible method to build a small diameter tunnel for sewage, water or other utilities. That is where the use of the shield machine to bore such a small diameter tunnel should be considered as a more acceptable alternative. Although the shield machine of this type should be small enough to meet specific requirements for a given tunnel, it should be big enough to provide some working space inside of the tunnel. Recently, we have successfully developed the fully mechanized small diameter tunneling method which enables us to bore a tunnel as small as 600mm in finished diameter. This paper discusses the concept of this newly developed method, including a case history where sewage tunnels of 800mm finished diameter were constructed by using this method. OUTLINE OF METHOD Developed from the original slurry shield pipe-jacking tunneling method, this method is highly automated so that all operations inside of the tunnel can be remotely controlled. Various data including the advance rate, position and inclination of the shield are transmitted to the central control room outside of the tunnel and monitored by the CCTV and the instrument panel at all times to
Citation
APA:
(1981) Fully Mechanized Small Diameter Tunneling TechnologyMLA: Fully Mechanized Small Diameter Tunneling Technology. Society for Mining, Metallurgy & Exploration, 1981.