Ground stabilization for tunnel construction in mixed-face conditions

Tunnelling and Underground Space Technology

Volumn 14, Issue 3, 1999, Pages 319-326

  Darrag, A Amr ^a  

^a CAIRO UNIVERSITY   (Egypt)

Author keywords

Construction; Grouting; Mixed face; Tunnels

Indexed keywords

CONSTRUCTION; FINITE ELEMENT METHOD; GROUTING; SETTLEMENT OF STRUCTURES; STRUCTURAL ANALYSIS; TUNNELING (EXCAVATION);

GROUND STABILIZATION; MIXED FACE GROUND CONDITIONS;

TUNNELS;

GROUND CONDITIONS; GROUTING; TUNNELING; URBAN AREA;

EID: 0033158140     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0886-7798(99)00046-2     Document Type: Article

References (6)

1. Brinkgreve, R. B. J. and Vermeer, P. A. 1998. Plaxis - Finite Element Code for Soil and Rock Analyses - Version 7. Rotterdam: Balkema.
2. Lewis, R. 1994. The changing face of the TBM, Tunnels and Tunnelling (May 1994), 35-37,.
3. Page, M. 1995. Difficult ground halts TBM. Tunnels and Tunnelling (June 1995), 26-28,
4. Schikora K. and Fink. T. 1982. Berechnungsmethoden moderner berguannischer bauweisen beim U-Bahn-Bav. Bauingenieur 97, 193-198.
5. Shroff, A. V. and Shah, D. L. 1993. Grouting Technology in Tunnelling and Dam Construction. Rotterdam: Balkema.
6. Wallis, S. 1988. Soft ground TBMs set a cracking pace in Caracas. Tunnels and Tunnelling, September, 25-28.