Design of grouting with silica sol in hard rock - New methods for calculation of penetration length, Part I

Tunnelling and Underground Space Technology

Volumn 23, Issue 1, 2008, Pages 1-8

  Funehag, J ^a   Gustafson, G ^a  

^a CHALMERS UNIVERSITY OF TECHNOLOGY   (Sweden)

Author keywords

Analytical solution; Colloidal silica; Gelling liquids; Grouting; Grouting design; Penetration length; Silica sol

Indexed keywords

CHANNEL FLOW; NON NEWTONIAN FLOW; PRESSURE GRADIENT; RADIAL FLOW; RHEOLOGY; SHEAR STRENGTH; STRUCTURAL DESIGN; TUNNELS; VISCOSITY;

BINGHAM LIQUID; CEMENTITIOUS GROUT; COLLOIDAL SILICA; SILICA SOL;

GROUTING;

CHANNEL FLOW; GROUTING; NON NEWTONIAN FLOW; PRESSURE GRADIENT; RADIAL FLOW; RHEOLOGY; SHEAR STRENGTH; STRUCTURAL DESIGN; TUNNELS; VISCOSITY;

FRACTURE APERTURE; GROUT; GROUTING; HARD ROCK; NEWTONIAN FLUID; PENETRATION; RHEOLOGY; SILICA; TUNNEL;

EURASIA; EUROPE; NORTHERN EUROPE; SCANDINAVIA; SWEDEN;

EID: 35648930351     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2006.12.005     Document Type: Article

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