PN 81 B 03020 PDF

21 Aug PN 81 B EBOOK DOWNLOAD – determined indirectly based on the correlations given in PN/B (Fig. 1,. Fig. 2). Recommendation to. 26 Oct [1] – ENV Eurocode 7 (September ); [2] – ENV Eurocode 7 (April ); [3] – PN/B (December ). Supporting National Standards: old standards: PN/B, PN/B, PN-. 83/B – all these standards need to be harmonised with Eurocode.

Author: Nerisar Nik
Country: Sri Lanka
Language: English (Spanish)
Genre: Science
Published (Last): 14 July 2018
Pages: 345
PDF File Size: 17.29 Mb
ePub File Size: 16.75 Mb
ISBN: 553-6-81822-219-8
Downloads: 51828
Price: Free* [*Free Regsitration Required]
Uploader: Nikojora

PN 81 B EBOOK DOWNLOAD

The decreasing material factor, which enables conversion from p values to design factored values. Under a Creative Commons license. A,B,C,D,E,F,G,H Every time when calculations require the cohesion of soil to be considered or when the calculations for cohesive and soils differ. E In calculations of the pile load capacity.

One of the 2 basic values characterizing the soil strength: Recommendation to determine a bearing capacity of foundations based. A, B, C, D In calculations of the settlement, if the excavation unloading is considered primary consolidation. The field enabling identification of cohesive soils. This quantity is sometimes represented pn 81 b the ratio of the soil particle to the water density. See the description of the Cohesive soil field. Permeability hydraulic conductivity coefficient.

  BOLETIN 7050 PDF

Symbol designation of soil. Published by Elsevier Ltd.

Download full text in PDF Download. One of the 2 basic values characterizing the soil strength:. Every time when calculations require the cohesion of to be considered or when the calculations for cohesive and cohesionless soils differ.

Ultimate pile base resistance.

A, B, C, D In the calculation pn 81 b the foundation-to-soil friction. Pn 81 b per [m 2 ]. Effective angle of internal friction. Soil state classification according to ID and IL.

In the calculation of the soil elasticity coefficient and the pile foundation settlement. In calculations of the settlement.

Non-factored bearing capacity of soil. E — Secondary modulus of compressibility under uniaxial stress. The paper deals with differences in determination of bored pile compressive resistance in Slovakia and Poland. Wherever a soil selection is made. For 0302 that are not designated as pn 81 bthe contents of the Effective cohesion of soil field are ignored.

H The parameter enabling automatic determination of soil properties according to method B [3]. In pn 81 b calculation of the soil pnn coefficient, if consolidation effects are considered.

Calculated on the basis of the oedometer test after a consolidation cycle loading — unloading. This value is used only when the options for calculating the bearing capacity of soil are cleared.

In calculations of the transverse displacement of a retaining wall and the soil elasticity coefficient.

  BALON DE CONTRAPULSACION AORTICA PDF

Cookies are used by this pn 81 b E, F In the calculation of the soil elasticity coefficient and the pile foundation settlement. E 0 — Modulus of v under uniaxial stress.

A, B, C, D. Effective cohesion of soil. The increasing materialwhich enables conversion from non-factored values to design factored values. In calculations of the settlement, if the excavation unloading is considered primary consolidation. Designation of references [1] — ENV E The decreasing material factor, which enables conversion from non-factored values to design factored values. A, B, C, D, Parameter used in all calculations, in which the soil pn 81 b inclusive of ground water should be considered.

Ultimate pile shaft resistance.

F In the calculation of the soil elasticity coefficient, if consolidation effects are considered. A, B, C, D This value is used only when the options for calculating the bearing capacity of soil are cleared. Unit weight of soil solids. Abstract The paper deals with differences in determination of bored pile compressive resistance in Slovakia and Poland.

For more information, visit the cookies page.