Sewer d = 1 m reinforced concrete dockingPavement ends tight plastic concrete drain 12, 5 cm; 7 cm thick; nail 2 by level layer of mixed rubble, layers on the degree distribution rubble Dmax = 25 cm, thickness 1, type 14cm; the layer under the concerted degree gravel type 1 Dmax = 37, 5 cm, 16 cm thick; sugar land relief background level 3 compacted K95
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