Soil conditioning of sand for EPB applications: A laboratory research

Abstract EPB tunnelling requires the application of soil conditioning to increase its field of applicability particularly for cohesionless soils. Choosing the most suitable conditioning set for the various soils requires the use of a feasible laboratory test which can permit to define the characteristics of the conditioned soils and provide measurable data. A series of tests has been carried out using a laboratory screw conveyor device which was designed for this purpose and which simulates the extraction of the spoil from a pressure chamber in a similar way as in EPB tunnelling. The tested soils were medium-grain sands with varying amounts of silt and the tested conditioned mixtures were obtained with different water contents and amounts of foam. A simple slump test was also used to analyze the global characteristics of the conditioned soils. The test has shown that the proposed laboratory procedure permits a quantitative comparison to be made between different conditioning amounts and agents on the basis of measurable parameters.

[1]  D. Branque,et al.  Etude sur modèle réduit du creusement des tunnels par la méthode du bouclier à pression de terre : Aspects géotechnique de la construction d'ouvrages souterrains en terrain meuble , 2003 .

[2]  H. Ishimoto,et al.  The PMF super shield tunneling process: expanding applications for earth pressure-balanced shield tunneling , 1993 .

[3]  O. Kusakabe,et al.  Shield Tunnel Construction in Centrifuge , 1999 .

[4]  Stéphane Quebaud Contribution à l'étude du percement de galeries par boucliers à pression de terre : amélioration du creusement par l'utilisation des produits moussants , 1996 .

[5]  Georg Anagnostou,et al.  Face stability conditions with earth-pressure-balanced shields , 1996 .

[6]  Daniele Peila,et al.  Condizionamento con schiuma dei terreni per applicazioni EPB: sperimentazione mediante un nuovo apparato di laboratorio , 2006 .

[7]  Robert J. Mair,et al.  Mechanics of tunnelling machine screw conveyors: model tests , 2006 .

[8]  S. Quebaud,et al.  Use of chemical foam for improvements in drilling by earth-pressure balanced shields in granular soils , 1998 .

[9]  Robert J. Mair,et al.  Soil conditioning for clay soils , 2003 .

[10]  Adam Bezuijen,et al.  Simulation of the EPB-shield TBM in model tests with foam as additive , 2020, Modern Tunneling Science and Technology.

[11]  Miguel Pena SOIL CONDITIONING FOR SANDS , 2003 .

[12]  Tadao Yoshikawa Soil Pressure Drop of Screw Conveyor for Shield Machines. , 1996 .