FIELD: hydraulic engineering. SUBSTANCE: after filling ground layer of embankment 2, banking 3 is arranged on embankment outer slope, and small ditches 4 are cut square to banking on layer surface. Closed space 5 formed during hydraulic filling is filled with water up to level ensuring filling of small ditches 4. EFFECT: higher reliability of structure due to uniform sagging of ground resulted from full saturation of base grounds and load embankment. 2 dwg
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