The weak soil layer: mud, mud clay clay and organic material, flowing State (class 1). This is the weak soil layer, technical features not conducive, the stability and the ability to load low. Recommendations should not use this class as the background for the work. However, with linear work items, or the work load can use this as the background layer after you have used the measure to renovate and processed in order to accelerate its attempts to land or improve load of soils by appropriate measures such as Wicks permeability the sand piles, pile, lime cement, ...
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