Control of Ground Movements Due to Tunneling with an Earth Pressure Balance TBM

Society for Mining, Metallurgy & Exploration
Sakai Kunito Nigel B. Sugden
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
11
File Size:
632 KB
Publication Date:
Jan 1, 2001

Abstract

If an Earth Pressure Balance (EPB) TBM is operated effectively tunneling can be carried out producing negligible ground movements. Using the methods given in this paper face losses of the order of 0.5% and less are generally obtainable using an EPB. Operating the EPB TBM in this manner reduces the requirement for the building protection measures used to protect surface structures. This can result in a considerable cost saving for the construction of a tunnel under built up areas. This paper to give guidance on the causes of ground movements around a TBM and the methods of running an EPB TBM that will minimize those movements. Details of how this was successfully done during the construction of the Bangkok Metro are given. The paper is split into three parts as below. 1.Causes of ground movements due to TBM tunneling 2.Methods of controlling those movements using an EPB TBM 3.Case history Bangkok Metro (water main)
Citation

APA: Sakai Kunito Nigel B. Sugden  (2001)  Control of Ground Movements Due to Tunneling with an Earth Pressure Balance TBM

MLA: Sakai Kunito Nigel B. Sugden Control of Ground Movements Due to Tunneling with an Earth Pressure Balance TBM. Society for Mining, Metallurgy & Exploration, 2001.

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