determined indirectly based on the correlations given in PN/B (Fig. 1,. Fig. 2). Recommendation to determine a bearing capacity of foundations based. Supporting National Standards: old standards: PN/B, PN/B, PN-. 83/B – all these standards need to be harmonised with Eurocode. That is due to the fact that Polish former Code (PN B ), valid before Eurocode 7 (PN-EN ) was introduced, but still in use, gives.
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The parameter enabling automatic determination of soil properties according to method B . Symbol identifying a cohesive soil type. A, B, C, D In calculations of the settlement.
Common procedures of determination of bored pile compressive resistance, applied in Slovakia and Poland, pn 81 b 03020 be introduced. H The parameter enabling automatic determination of soil properties according to method B . C, F In calculations of the transverse displacement of a retaining wall and the soil elasticity coefficient. Abstract G paper deals with differences in determination of bored pile pn 81 b 03020 resistance in Slovakia and Poland.
Moisture of a cohesionless soil. See the description of the Cohesive soil field. A, B, C, D This value is used only when the options for calculating the bearing capacity of soil are cleared.
Soil pm classification according to ID and IL. Modulus of primary soil deformation. M 0 – Primary modulus of compressibility under triaxial stress.
E V decreasing material factor, which enables conversion from non-factored values to design factored values.
List of Available Soil Parameters
For soils that are not designated as cohesive, the contents of the Effective pn 81 b 03020 of soil field are ignored. Recommended articles Citing articles 0. Non-factored bearing capacity of soil. In the calculation of the soil elasticity coefficient and the pile foundation settlement. Under a Creative Commons license.
Unit weight of soil solids, that is, ratio of the weight of soil particles to their volume:. Symbol of cohesive soil designation. The field enabling identification of cohesive soils. In calculations of the settlement. A, B, C, D.
Material factor of soil – maximal. Permeability hydraulic conductivity coefficient.
One of the 2 basic values characterizing the soil strength:. Author links open overlay panel Giang Nguyen a b. E, H The parameter enabling automatic determination of soil properties according to method B .
List of Available Soil Parameters | Robot Structural Analysis Products | Autodesk Knowledge Network
The increasing material factor, which enables conversion from non-factored values to design factored values. A, B, C, D, Parameter used in all calculations, in which pn 81 b 03020 soil weight inclusive of ground water should be considered. Respectively, the degree of plasticity of a cohesive soil or the 0320 of compaction of a cohesionless soil.
In the calculation of the foundation-to-soil friction.
For more information, visit the cookies page. Published by Elsevier Ltd. It will be shown in pn 81 b 03020 that various calculation procedures take into account various factors influencing pile compressive resistance in different way, therefore pile compressive resistances determined by various procedures will be different.