Cementation of porous materials using calcite

By M. Ismail, H. Joer, M. Randolph, A. Meritt. 2002

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Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses (2006, background): “Finally, we shall introduce the experimental data in Reference [25] in order to explain the numerical results further.”
High strength in-situ biocementation of soil by calcite precipitating locally isolated ureolytic bacteria (2008, methodology): “Bacterial calcification (Current study) CIPS calcification (Ismail et al., 2002)”
Experiments and predictions of physical properties of sand cemented by enzymatically-induced carbonate precipitation (2012, methodology): “A grouting technique, in which chemically-precipitated calcite is adopted as the cementing material, may be recognized as the calcite in situ precipitation system (CIPS) (Kucharski et al., 1996; Ismail et al., 2002a,b).”
Ureolytic Bacteria and Calcium Carbonate Formation as a Mechanism of Strength Enhancement of Sand (2011, background): “This CIPS technology (a non-microbial cementation process) is similar to the natural process that forms the rocks (Ismail et al., 2002).”
Microbial CaCO3 Precipitation: For the Production of Biocement (2008, background): “The CIPS process however, has shown that high degrees of calcite cementation – equal to that of natural sediments, are achievable within less than 24 hours (Ismail et al., 2002).”