Building protection for the inner city tunnel excavation for the Metro in Rome / Bauwerksschutz für den innerstädtischen Tunnelbau am Beispiel der Metro in Rom
Author(s): |
Clemens Kummerer
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Medium: | journal article |
Language(s): | English, German |
Published in: | Geomechanics and Tunnelling, 2013, n. 5, v. 6 |
Page(s): | 464-470 |
DOI: | 10.1002/geot.201300023 |
Abstract: |
For the construction of the Metro B1 line in Rome, special settlement reduction measures were implemented for settlement-sensitive structures beside deep excavations with depths of up to 45 m. These measures were necessary due to the excavation of tunnels with 6.8 and 9.8 m diameter under challenging soil and groundwater conditions. The originally designed jet grouting bodies were replaced by compensation grouting. This enabled all works to be performed from eight shafts (maximum 24 m depth), limiting the public space requirement. The efficiency of compensation grouting was demonstrated in two full-scale field trials and the advantages of active settlement compensation were proved during tunnel excavation. |
Keywords: |
compensation grouting settlement reduction Soilfrac method
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Available from: | Refer to publisher |
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- About this
data sheet - Reference-ID
10069423 - Published on:
15/12/2013 - Last updated on:
13/08/2014