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Soil interaction (Soil-in) (esas.06)

esas.06

Determination of the ‘real’ C parameters and calculation of the interaction between the structure and the soil due to settings of the soil. The distribution of the tension in the soil under the foundation plates, the distribution and the level of the load, the contact tension between the structure and the subsoil, the geometry of the contact layer and the geological characteristics of the subsoil at a specific position. As the C parameters have an influence on the contact tension (and vice versa), the subsidence of the contact layer and a consequence also the C parameters are influenced by the contact tension; the calculation of the properties is iterative. The calculation determines the occurring settings and the influence of these settings on the structure. The calculation is based on the Pasternak model.

Highlights |
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Multi-parametric interaction between ground slab and foundation soil |

Taken into account: distribution and intensity of load, contact stress between structure and soil, footing surface geometry, local geological conditions |

Input of subsoil using data from borehole surveying |

Display of SigmaZ and soil structure strength |

Generation of Vertexes (soil points) |

- The module calculates C parameters for the interaction between ground slab and foundation soil, taking into account loading distribution and intensity, structure/soil border contact stress, footing surface geometry and local geological conditions.
- The model used in “Soil-in” is called the Energy or More-constants Model and has been used in practice since 1975, comparing well with many in-situ measurement systems. The “More-constants model” name refers to the energy model capacity:
- the shear stiffness of the subsoil C
_{2}using the Pasternak model; - the orthotropy or anisotropy of the subsoil by means of the C
_{2x}, C_{2y}and C_{2xy}constants; - the surface friction in the structure/soil interface by means of the C
_{1x}, C_{1y}constants.

- the shear stiffness of the subsoil C
- The “Soil-in” module uses a layered half-space model with these features:
- Users can apply the Boussinesq influence function to calculate the development of the vertical stress component SigmaZ in the subsoil in any surface overload situation despite any layering, uneven soil constitution or other anomaly. The various geomechanical standards approve this method.
- Users can determine any overloading at the excavation surfaces using the Boussinesq formulae for a half-space loaded at a general depth.
- The model uses the approximate solution of an elastic layer of finite thickness to indicate the existence of an incompressible layer.
- The model calculates the soil compression strain components and settlements taking into account the nature of the subsoil layers.

- The program follows the Eurocode 7 and ČSN 73 0001 codes.

## Input

The user selects foundation plates where the “Soil-in” module should determine stiffness, meaning that he or she can select only those foundation slabs that should be analysed by “Soil-in”.

The model can define several boreholes with different layers and properties in each borehole:

- t = thickness of the layer;
- E = deformation modulus of soil mass in compression (cylindrical standard test);
- n = Poisson’s ratio;
- g = specific weight dry and wet;
- m = soil structure strength factor (defined in different codes).

Engineers will have to consider excavating if the foundation plate and subsoil do not interact on the original terrain surface. The program calculates the parameters automatically.

## Calculation

The program needs the structure-soil interaction parameters for subsequent iteration. Firstly the FEM analysis of the upper structure with initial C interaction parameters (which the user can modify) gives a first approximation of contact stress.

These subsoil contact stress values serve as input for “Soil-in”. This program solves settlements and corrects C parameter values. The program repeats the whole FEM calculation + “Soil-in” cycle until iteration test completion, thus obtaining the correct deformation and internal force values.

## Results

Both graphical and numerical results, along with all standard SCIA Engineer output facilities - iso-bands, isolines, DXF export, search for extremes, and documentation - are available.

The program determines and displays the C_{1z}, C_{2x} and C_{2y} coefficients. Foundation plate/subsoil contact stress values at every iteration are also available.

20/07/2014