Undrained behaviour of granular soils conditioned for EPB tunnelling - A new experimental procedure
Author:
Affiliation:
1. Dept. of Land, Environment and Infrastructure Eng.; Politecnico di Torino; 10129 Torino C.so Duca degli Abruzzi 24
Publisher
Wiley
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference26 articles.
1. Mechanics of tunnelling machine screw conveyors: model tests;Merritt;Géotechnique,2006
2. Soil conditioning of sand for EPB applications: A laboratory research;Vinai;Tunnelling and Underground Space Technology,2007
3. Studio della permeabilità di terreni condizionati con schiume;Borio;Geoingegneria Ambientale e Mineraria,2010
4. Soil conditioning with foam during EPB tunnelling/Konditionierung von Lockergesteinen bei Erddruckschilden;Thewes;Geomechanics and Tunnelling,2010
5. The development of earth pressure shields: from the beginning to the present/Entwicklung der Erddruckschilde: Von den Anfängen bis zur Gegenwart;Herrenknecht;Geomechanics and Tunnelling,2011
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1. Shear behavior of foam-conditioned gravelly sands: Insights from pressurized vane shear tests;GEOMECH ENG;2023
2. Effects of the physical characteristics of foams on conditioned soil’s flow behavior: A case study;Tunnelling and Underground Space Technology;2023-07
3. Development of a Penetration Test to Investigate the Workability of the Support Medium in Epb Tunneling;2023
4. A More Comprehensive Way to Analyze Foam Stability for EPB Tunnelling—Introduction of a Mathematical Characterization;Geosciences;2022-04-28
5. The Role of Foam in Improving the Workability of Sand: Insights from DEM;Minerals;2022-01-30
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