Author:
BEZUIJEN A.,SANDERS M.P.M.,DEN HAMER D.
Abstract
The pressure filtration of grout, pressurised against fine sand, has been investigated in a laboratory set-up. The grout mixtures that were tested consisted of water and bentonite, together with cement, fly ash, silica flour and/or retarder. Samples were subjected to a pressure of 100–400 kPa. The permeability of the grout cake formed during pressure filtration was calculated from the results. It appears that the permeability of the grout can differ by more than three orders of magnitude, depending on the grout sample tested. Adding cement increases the permeability. The grain size of the material in the mixture had minimal influence. Mechanisms are discussed.
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference7 articles.
1. Au S. K. Fundamental study of compensation grouting in clay. PhD thesis, 2001, University of Cambridge.
2. Grotenhuis R. te . Fracture grouting in theory. MSc thesis, 2004, Delft University of Technology.
3. Bleeding characteristics for viscous cement and cement–bentonite grouts
4. A geotechnical description of fresh cement grout—filtration and consolidation behaviour
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