FIELD: construction, particularly foundation erection in heaving soil at negative temperatures.
SUBSTANCE: method involves creating pit; forming hole in ground; driving foundation body in hole and filling thereof with non-heaving soil. After hole creation heating element is located in designed foundation base area and is linked to power source through temperature regulator.
EFFECT: decreased costs and increased capacity of foundation erection.
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| METHOD FOR SECURING METAL PILES IN CONDITIONS OF PERMAFROST | 2021 |
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| SEASONAL FREEZING RETARDING METHOD | 2006 |
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RU2317367C1 |
