.C., USA, 1995.РCONCLUSIONSРSoil stabilization has e one of the useful solutions to treat the weak soils to achieve the required engineering properties and specification so that structures can be placed safely without undergoing large settlements. The treated soil has greater strength, pressibility and lower hydraulic conductivity than the original soil. Selecting the right method for deep soil stabilizing however, depends on several conditions like the type and alternative layers of soil, load size, the situation and type of project, method of stabilizing, selection of binders, cost, and etc.. Compared with other similar ground improvement methods, the DMM is the method specially designed to treat the soft soils with low cost and high efficiency. The main advantage of these methods is the
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