Abstract: A method for treating soil at a site contaminated with organic contaminants, comprises: (a) determining site characteristics, and sampling a volume of soil; (b) determining soil characteristics, and identifying and quantifying contaminants; (c) selecting a treatment composition appropriate to the contaminants and soil and site characteristics; (d) calculating an effective amount of treatment composition appropriate to the contaminants and soil and site characteristics, and in the range of from 2% to 12% by weight, relative to the weight of soil being treated; (e) excavating a volume of contaminated soil from the site; (f) combining the effective amount of treatment composition with the excavated soil; (g) mechanically mixing the excavated soil with the treatment composition; and (h) aerating the treated soil; and optionally: (i) conditioning the treated soil; and at least one of: (j) back-filling the site with the treated soil; (k) storing the treated soil; (1) disposing of the treated soil; and/or (m) transp

Abstract: A method of modifying geotechnically unsuitable soils at a site involving soil stabilization treatment and rolling dynamic compaction. A portion of the site is excavated to a predetermined depth x. Both the excavated site and the soil excavated therefrom are subjected to soils stabilization treatments before the treated excavated soils is backfilled in layers and subjected to both standard compaction and rolling dynamic compaction.

Abstract: A method of modifying geotechnically unsuitable soils (21) at a site (20) so as to render the site (20) capable of bearing a load (30) comprises steps involving soil stabilisation treatment and rolling dynamic compaction (42). A portion (40) of the site (20) is excavated down to a pre-determined depth x. Both the excavated site (40) and the soil excavated therefrom are subjected to soils stabilisation treatments, before the treated excavated soils is backfilled in layers (43), and subjected to both standard compaction (45) and rolling dynamic compaction (42). The result is a raft (32) of modified soils capable of supporting bearing pressures associated with traditional housing foundations (33, 35). The need to drive piles (25) into deep strata (24) with load-bearing capabilities, or to use other costly or environmentally unsound techniques to address the issue of geotechnically unsuitable or contaminated soils is thus avoided.