Grout properties and their influence on back fill grouting

Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 5th International Conference of TC28 of the ISSMGE

Volumn , Issue , 2006, Pages 187-193

  Bezuijen, A ^a   Talmon, A M ^b  

^a GEODELFT   (Netherlands)

^b WL DELFT HYDRAULICS   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

BUOYANCY FORCES;

CONCRETE CONSTRUCTION; EARTH BORING MACHINES; GROUTING; SOIL MECHANICS;

MORTAR;

EID: 84856844088     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. Bezuijen A., Talmon A.M., Kaalberg F.J. and Plugge R. Field measurements of grout pressures during tunneling of the Sophia Rail tunnel. Soils and Foundations vol, 44, No 1, 41-50, Feb. 2004.
2. Bezuijen A., Talmon A.M., 2003, Grout the foundation of a bored tunnel, 2003, Proc ICOF 2003 Dundee.
3. Bezuijen A., Zon W.H., van der., Talmon A.M. Laboratory testing of grout properties and their influence on backfill grouting. Proc. ITA 2005, Istanbul.
4. Shirlaw J.N., Richards D.P., Ramon P., Longchamp P., 2004, Recent Experience in Automatic Tail Void Grouting with Soft Ground Tunnel Boring Machines. Proc. ITA 2004, Singapore.
5. Talmon A.M., Schoofs C.A., A. Bezuijen, 2003, Evaluation grouting of tail void Botlek Rail Tunnel (in Dutch), F300-W050.