“…Two-dimensional models of field treatment patterns have explored the efficacy of bioaugmentation compared with biostimulation, and linkages between microbial distribution, ureolysis activity, shear wave velocity and total precipitated calcite Martinez, 2012). Scale model tests have demonstrated the effectiveness of MICP in reducing wind-and water-induced erosion (Bang et al, 2011), improving resistance to liquefaction (Inagaki et al, 2011b;Montoya et al, 2013), creating impermeable crusts for catchment facilities Chu et al, 2012), healing/stabilising cracks in concrete and masonry (Ramachandran et al, 2001;Bang et al, 2010;Yang et al, 2011), treating waste (Chu et al, 2009), immobilising heavy metals (Fujita et al, 2004(Fujita et al, , 2008(Fujita et al, , 2010Hamdan et al, 2011a;Li et al, 2011), and performing shallow carbon sequestration (Manning, 2008;Renforth et al, 2009Renforth et al, , 2011Washbourne et al, 2012). MICP has also been shown to increase cone tip resistance (Burbank et al, 2012b).…”