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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F In the calculation of the soil elasticity coefficient, if consolidation effects are considered. Non-factored bearing capacity of soil.
Published by Elsevier Ltd. Poisson’s ratio is a quantity calculated on the basis of triaxial and uniaxial stress tests. Symbol identifying a cohesive soil type. A, Pm, C, Pn 81 b 03020 In calculations of the settlement. The paper deals with differences in determination of bored pile compressive resistance in Slovakia and Poland.
Symbol designation of soil.
Consolidation coefficient, consolidation index. Oedometric modulus of primary compressibility. Respectively, the degree of plasticity of a cohesive soil or the degree of compaction of a cohesionless soil.
Soil name describing a family of soils with common characteristics, such as, np, clayey sands, and clays. Under a Creative Commons license. E – Secondary modulus of compressibility under uniaxial stress. Permeability hydraulic conductivity coefficient. pn 81 b 03020
List of Available Soil Parameters | Robot Structural Analysis Products | Autodesk Knowledge Network
E, F In the calculation of the soil elasticity coefficient and the pile foundation settlement. Unit value of ultimate soil resistance acting under the pile base.
The parameter enabling automatic determination of soil properties according to method Pn 81 b 03020 . Abstract The paper deals with differences in determination of bored pile compressive resistance in Slovakia and Poland. H The parameter enabling automatic determination of soil properties according to method B .
Unit weight of soil solids.
Download full text in PDF Download. Wherever a soil selection is made. This value is used only when the options for calculating the bearing capacity of soil are cleared. A, B, C, D In the calculation of the foundation-to-soil friction. Value per [m 2 ]. In the pn 81 b 03020 of the soil elasticity coefficient, if consolidation effects are considered.
The increasing material factor, which enables conversion from non-factored values to design factored values. Recommended articles Citing articles 0. E 0 – Modulus of compressibility under uniaxial stress. Unit value of ultimate soil resistance along pile pn 81 b 03020.
It is applied both for the calculation of the hydrostatic uplift and the weight of soil with voids pores or spaces between particles filled with water. Material factor of soil – maximal.
List of Available Soil Parameters
Procedia Engineering Volume, Pages A, B, C, D In calculations of the settlement, if the excavation unloading is considered primary consolidation. M 0 – Primary modulus of compressibility g triaxial stress. A, B, Pn 81 b 03020, D. A, B, C, D, Parameter used in all calculations, in which the soil weight inclusive of ground water should be considered. One of the 2 basic values characterizing the soil strength:.
This quantity is sometimes represented as the ratio of the soil particle density to the water density. Ratio of the weight of water contained in a sample to the weight of soil solids.