Numerical Study on Backfilling the Tail Void Using a Two-Component Grout

Author:

Shah Ravi1,A. Lavasan Arash2,Peila Daniele3,Todaro Carmine4,Luciani Andrea1,Schanz Tom5

Affiliation:

1. Ph.D. Candidate, Dept. of Environment, Land and Infrastructure Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italy.

2. Research Associate, Chair, Foundation Engineering, Soil and Rock Mechanics, Ruhr-Universität Bochum, Universitätsstr.150, 44780 Bochum, Germany (corresponding author).

3. Professor, Dept. of Environment, Land and Infrastructure Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italy.

4. Researcher, Dept. of Environment, Land and Infrastructure Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italy.

5. Professor, Chair, Foundation Engineering, Soil and Rock Mechanics, Ruhr-Universität Bochum, Universitätsstr.150, 44780 Bochum, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Cheng Z. and Dettournay C. (2016). “Plastic hardening model. I: Implementation in Flac 3D.” Proc. 4th Itasca Symp. on Applied Numerical Modelling Itasca International Inc. Minneapolis 267–77.

2. Dai Z. Bai Y. Peng F. and Liao S. (2010). “Study on mechanism of simultaneous backfilling grouting for shield tunnelling in soft soils.” GeoShanghai Int. Conf. on Deep and Underground Excavations ASCE Reston VA 182–190.

3. 3D MODELLING OF TUNNEL EXCAVATION USING PRESSURIZED TUNNEL BORING MACHINE IN OVERCONSOLIDATED SOILS

4. FLAC3D version 5.0 [Computer software]. Itasca Consulting Group Inc. Minneapolis.

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