The program enables you to compute moduli of subgrade reaction at specific point according to specified soil types and load on foundation. The computation is made by different methods (user-defined) based on computation of settlement according to SNIP 2.02.01-83 'Foundation Beds for Buildings and Structures'. It is also possible to compute subgrade moduli for analysis on dynamic load.
Analysis of a single pile
The program enables you to compute settlement and stiffness of a single pile (with account of interaction in pile group) according to SNIP 2.02.03-85 'Pile Foundations' and MGSN 2.02-01 'Beddings, Foundations and Substructures'.
Piles under combined action of vertical, horizontal loads and moment
The program enables you to compute single pile under combined action of vertical, horizontal loads and moment according to SNIP 2.02.03-85 'Pile Foundations'.
Subgrade moduli C1 and C2 according to soil model
The program enables you to compute moduli of subgrade reaction based on 3D soil model that is generated according to specified set of piles, their location and soil types in every borehole. Loads are specified from the foundation and from neighboring structures. Contours of these loads may have arbitrary shape. After computation procedure, the depth of compressible stratum that vary across the structure and subgrade moduli C1 and C2 are determined. Contour plots of these and other additional parameters are presented. Subgrade moduli C1 and C2 are computed by different methods.
Settlement of imaginary footing
The program enables you to compute the settlement of piled foundation from friction piles according to SNIP 2.02.03-85 'Pile Foundations'.
Slope stability
The probram enables you to check the stability of slopes for pits from uniform soil.
Principal and equivalent stresses in soil
The probram enables you to determine principal and equivalent stresses by different criteria of rupture applied to soils.
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