Design of Micropiles for Tunnel Face Reinforcement: Undrained Upper Bound Solution-Reference-Cited by-同舟云学术

Design of Micropiles for Tunnel Face Reinforcement: Undrained Upper Bound Solution

Published:2012-01 Issue:1 Volume:138 Page:89-99
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Pinyol Núria M.¹²,Alonso Eduardo E.¹²

Affiliation:

1. Researcher, Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), Dept. of Geotechnical Engineering and Geosciences, Jordi Girona 1-3. Building D-2, Universitat Politècnica de Catalunya (UPC), 08034 Barcelona, Spain (corresponding author).

2. Professor, Dept. of Geotechnical Engineering and Geosciences, Jordi Girona 1-3, Building D-2, Universitat Politècnica de Catalunya (UPC), 08034 Barcelona, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000562

Reference24 articles.

1. Face stability conditions with earth-pressure-balanced shields

2. Stability of an undrained plane strain heading revisited

3. Lateral resistance of piles in cohesive soils;Broms B. B.;J. Soil Mech. Found. Div.,1964

4. Stability of clay at vertical openings;Broms B. B.;J. Soil Mech. Found. Div.,1967

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