Foundation Program

The "Foundation" program is designed for calculating structures operating in the ground. Currently, the "Foundation" program implements all calculations without exception:

• SP 22.13330.2016 "Foundations of buildings and structures",
• SP 24.13330.2011 "Pile foundations",
• SP 50-101-2004 "Design and construction of foundations and foundations of buildings and structures"
• SP 50-102-2003 "Design and construction of pile foundations"
• SP 26.13330.2012 "Foundations of machines with dynamic loads"
• SP 25.13330.2012 “Foundations and foundations on permafrost soils”, including thermal engineering and other calculations.

In addition, a number of popular calculations are performed that are not included in the regulatory documents.

The program performs calculations:

• strip and columnar foundations on a natural base;
• retaining walls on a natural foundation;
• settlement and tilting of foundations on natural ground (3 theories);
• subsidence, rise and shrinkage during swelling, suffusion settlement;
• settlement taking into account the influence of adjacent foundations;
• strip and columnar pile foundations;
• retaining walls on a pile foundation;
• settlement of the grillage along the bush as a conditional foundation (taking into account negative friction);
• a separate pile for vertical load (taking into account negative friction);
• separate pile for horizontal load and moment;
• settlement of an individual pile;
• bearing capacity of piles based on the results of field tests;
• reinforcement of structures;
• costs (preparation of estimates) for the calculated structures;
• beams of T-section and rectangular sections on a natural foundation (3 theories);
• rectangular slabs on a natural foundation (3 theories);
• rectangular slabs on a pile foundation (2 theories);
• machine foundations (including pile foundations) for dynamic loads: periodic,
• pulsed,
• random,
• kinematic excitation;
• soil stability of deep foundations (2 theories);
• stability of shallow foundations on the ground;
• sheet piling made of various materials and designs (3 theories);
• foundations for tanks (reinforced concrete and crushed stone rings, slab on piles);
• settlement and tilting of foundation slabs on natural ground (3 theories);
• mutual influence of the extension and existing buildings;
• settlement and tilt of foundation slabs on pile foundations (4 methods);
• anchor plates and foundations (5 types, including those taking into account joint work);
• wells of various cross-sections in plan;
• pipes and tunnels of various shapes;
• foundations, retaining walls and individual piles on permafrost;
• thermal engineering calculation of permafrost soils;
• temperatures of the underground and ventilation module for permafrost;
• stability of structures during frost heaving;
• negative friction forces for subsidence soils;
• lifting the pile when the swelling soil is soaked;
• soil slopes;
• strengthening foundations in various ways;
• distances and deformations when driving piles or sheet piles near buildings;
• loads on hydraulic structures (wave, ice and from ships);
• foundations, grillages and retaining walls on any base for seismic loads.