MONITORING OF THE SOIL-CEMENT PILES BUILDINGS SETTLEMENTS
DOI:
https://doi.org/10.26906/znp.2018.50.1071Keywords:
wet loess soil, pile, soil basement, foundation, soil-cement, mixing technology, strength, settlementAbstract
In the paper it is discussesed new experimental and theoretical developments on soil-cement pile produced by drilling-mixing method. The biggest focus were made on field samples and full scale tests of the soil-cement piles, long term geodetic observations of the constructions settlements. Those experiences were implemented in Ukrainian normative documents. Geodesic monitoring of nine-ten storey building (with soil-cement piles length 6 m and diameter 500 mm in wet loess foundations) have shown that the settlements of its sections is much smaller than the ultimate values in national requirements.
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