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The program DC Vibro calculates settlements of footings with improvement of the subsoil by stone columns. A calculation section can be attributed to every footing with individual soil layers and column diameters. So, each footing has different soil layers of its own. Depth of ground water is considered automatically by using unit weight under buoyancy. Load as well as unit weight to consider dead load is attributed to footings. The settlement will be determinated for the improved soil conditions and compared to unimproved soil. The bearing capacity will be calculated for both improved and unimproved soil. In addition to tabular output section graphics with column arrangement and foundation/superimposed stress diagram as well as settlement with and without improvement is displayed. Brochure
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BROCHURE_DC_VIBRO.pdf