PN 81 B 03020 EBOOK DOWNLOAD
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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List of Available Soil Parameters | Robot Structural Analysis Products | Autodesk Knowledge Network
Poisson’s ratio is a quantity calculated on the basis of triaxial and uniaxial stress tests. In calculations of the settlement. One of the 2 basic values characterizing the soil strength:. Respectively, the degree of plasticity of a cohesive 18 or the degree of compaction pn 81 b 03020 a cohesionless soil.
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A, B, C, D, Parameter used in all calculations, in which the soil weight inclusive of ground water should be considered.
Material factor of soil – minimal.
Download full text in PDF Download. Symbol of cohesive soil designation.
List of Available Soil Parameters
In calculations of the pile load capacity. Recommended articles Citing articles 0. E – Secondary modulus of compressibility under uniaxial stress.
Ultimate pile shaft resistance. Symbol identifying a cohesive soil type. H The parameter enabling automatic determination of soil properties according to method B . Ratio of the soil sample weight to its volume.
The field enabling identification of cohesive soils. F In the calculation of the soil elasticity coefficient, if consolidation effects are considered. In the calculation of the pn 81 b 03020 friction. This value is used only when the options for calculating the bearing capacity of soil are cleared.
Unit value 881 ultimate soil resistance along pile shaft.
Cookies are used by this site. E, F In the calculation of the soil elasticity coefficient and the pile foundation pn 81 b 03020. C, F In calculations of the transverse displacement of a retaining wall and the soil elasticity coefficient. Unit value of ultimate soil resistance acting under the pile base.
Non-factored bearing capacity of soil. Abstract The paper deals with differences in determination of bored 030220 compressive resistance in Slovakia and Poland.
Every time when calculations require the cohesion of soil to be considered or when the calculations for cohesive and cohesionless soils differ. Effective angle of internal friction. M 0 – Primary modulus of compressibility under triaxial stress.
It is 881 both for the calculation of the hydrostatic uplift and the weight of soil with voids pores pn 81 b 03020 spaces between particles filled with water.
Consolidation coefficient, consolidation index. Material factor of soil – maximal. The decreasing material factor, which enables conversion from non-factored values to design factored values. Ultimate pile base resistance.