2.2. The method of calculation of cement soil piles2.2.1. Under the Swedish procedure:a. single pile's load capacity:+ Ability to load according to the material-Cutting of materials resistant pileThe ability to load of single pile under pile material is determined primarily by the cut resistant material piles along the sliding surface. Resistant to cut depends on the location of the pile and destructive form.Location of piles are divided into 3 groups. The first group is located in the second group, active in the cut and the third group is located in the region. The sliding surface is idealized by three destructive side (AB, BC, CD) as a drawing.
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