The effect of the development of undrained pore pressure on the efficiency of compaction grouting

Geotechnique

Volumn 50, Issue 6, 2000, Pages 683-688

  Kovacevic, N ^a   Potts, D M ^a   Vaughan, P R ^a  

^a GEOTECHNICAL CONSULTING GROUP   (United Kingdom)

Author keywords

Compaction; Consolidation; Ground improvement; Grouting; Numerical modelling and analysis

Indexed keywords

COMPACTION; GROUND IMPROVEMENT; GROUTING; PORE PRESSURE; SOIL IMPROVEMENT;

EID: 0034483715     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2000.50.6.683     Document Type: Article

References (4)

1. Aspects of compaction grouting of liquefiable soil
2. Critical state models in computational geomechanics
3. A long term test of compaction grouting for liquefaction mitigation
4. Consolidation theory applied to foundation pile time effects