FIELD: construction.
SUBSTANCE: method includes digging trenches with depth exceeding crack or filtration path height, filling trenches with a soil mixture from a soil cement with an additive, a layer-wise compaction, arrangement of a protective coating along the upper slope and ridge with the thickness of not less than the freezing depth. The additive used to increase strength and frost resistance is a mixture of ash and siftings in the amount accordingly of 4-6% and 20-35% of the soil mix weight.
EFFECT: improved efficiency of hydraulic insulation due to elimination of filtration water leakage through dams body, protection of a dam body in most dangerous areas against harmful effect of earth-moving animals, and a better heat insulation effect at lower thickness of a protective coating.
7 dwg, 1 tbl
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| RESERVE SPILLWAY OF SOIL RETAINING STRUCTURE (VERSIONS) | 2014 |
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| DAM OF SOIL MATERIALS | 2011 |
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| EARTH DAM | 0 |
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SU1427027A1 |
| LOCAL MATERIAL DIKE | 0 |
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SU1618822A1 |
| METHOD FOR RESTORING THE GEOPHYSICAL STABILITY OF AN EMERGENCY GROUND DAM ON A WEAK FOUNDATION | 2020 |
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RU2763752C1 |
Authors
Dates
2011-05-27—Published
2009-12-21—Filed