Innovative hybrid EPB tunnelling in Rio de Janeiro
Author(s): |
Ulrich Maidl
Julio C. D. D. Pierri |
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Medium: | journal article |
Language(s): | English, German |
Published in: | Geomechanics and Tunnelling, 2014, n. 1, v. 7 |
Page(s): | 55-63 |
DOI: | 10.1002/geot.201400006 |
Abstract: |
The Line 4 South being constructed in Rio de Janeiro crosses complex geology that includes a long stretch of sand bounded by two stretches of hard, highly abrasive rock. These geological conditions, combined with the fact that the project is located in a distinct urban area, creates a demanding project scenario where special care needs to be taken. After carrying out an evaluation to determine whether to use earth pressure balance or slurry technology, the design of a convertible EPB boring machine that can excavate both rock and soils was developed. This paper outlines the technical difficulties of the project and describes the decision-making process and the solutions adopted. A technical description of the different operation modes of this hybrid TBM and the conditioning process related to each of them is provided. |
Keywords: |
EPB shields convertible shield process controlling multi-mode TBM soil conditioning
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Available from: | Refer to publisher |
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data sheet - Reference-ID
10069790 - Published on:
22/02/2014 - Last updated on:
13/08/2014