The design of jet grouting from concept to execution

Geotechnical Special Publication

Volumn , Issue 228 GSP, 2012, Pages 2071-2081

  Essler, Robert ^a  

^a RD Geotech   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CONSTRUCTION TOLERANCE; DESIGN PERFORMANCE; DETAILED DESIGN; GROUND TREATMENT; JET GROUTING;

CONCRETE CONSTRUCTION; GROUTING; MIXING; MORTAR;

DESIGN;

EID: 84873889710     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/9780784412350.0182     Document Type: Conference Paper

References (6)

1. Abrams, D.A., (1918). "Design of Concrete Mixtures". Bulletin 1, Structural Materials Research Laboratory, Lewis Institute.
2. Åhnberg, H., Johansson, S.E., Retelius, A., Ljungkrantz, C., Holmqvist, L. and Holm,G. (1995). "Cement and lime in deep stabilisation of soil. A chemical- physical survey of stablisation effects", Swedish Geotechnical Institute, Report 48
3. Croce, P. &Flora, A. (2000). "Analysis of single fluid jet grouting". Geotechnique 50, No. 6, 739-748.
4. Delfgaauw, S., Buykx, S.M., Bosch, J.W. (2009). "Jet grout strut for deep station boxes of the north/south metro line Amsterdam: Design and back analysis". Safe Tunnelling for the City and Environment : ITA-AITES World Tunnel Congress, Budapest.
5. Driesse, A, Verlaaat, Van 'T. J., Essler, R.D., Salet, T.A.M., (2008). "Grouted strut design for deep station boxes, North-South line, Amsterdam". Foundations: Proc. of the Second BGA International Conference on Foundations, ICOF2008, Aberdeen 663-674.
6. Langhorst, O.S., Schat, B.J., De Wit, J.C.W.M., Bogaards, P.J., Essler, R.D., Maertens, J., Obladen, B.K.J., Bosma, C.F., Sleuwaegen, J.J. &Dekker, H. (2007). "Design and construction of a metro station in Amsterdam. Challenging the limits of jet grouting". Proc. of the 14th European Conf. on Soil Mechanics and Geotechnical Engrg., Vol 2, Madrid, 1061-1066.