Influence of buckling at the rod micropiles

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F16%3A86098742" target="_blank" >RIV/61989100:27120/16:86098742 - isvavai.cz</a>

Výsledek na webu

<a href="https://reader.elsevier.com/reader/sd/pii/S1877705816004203?token=E44B2B23460254D6B3DF07168EB37FB181DCEA73EBEB6A44FD88F711E72171EF2CF29AAC4E89C0A93FC02D3DCE01AB15" target="_blank" >https://reader.elsevier.com/reader/sd/pii/S1877705816004203?token=E44B2B23460254D6B3DF07168EB37FB181DCEA73EBEB6A44FD88F711E72171EF2CF29AAC4E89C0A93FC02D3DCE01AB15</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Influence of buckling at the rod micropiles

Popis výsledku v původním jazyce

This paper has in purpose contribute to design micropiles [1,4] from views buckling, then for end bearing micropiles. More approach generally exist, how the buckling calculate - from classical concrete practice (without soil resistance) until past procedure from concrete theory with influence coefficient k - background reaction. When you use computing software systems (eg. GEO 4), results of this calculation display of micropile aberration (horizontal deformation) when you enter the load at the ultimate skin friction (ie. design is not check). Ischebeck company [3] recommend approach for design of micropiles. This approach contents coefficients, equations and graphs, which display maximum load for soils describe total cohesion cu. Nevertheless from tabular result, that for some type soil (cohesion, soft consistence (or very soft) with cu 25-40 kPa) isn&apos;t need consider risk buckling and therefore was perform sample calculation for micropile with impact these relations. (C) 2016 The Authors. Published by Elsevier Ltd.

Název v anglickém jazyce

Influence of buckling at the rod micropiles

Popis výsledku anglicky

This paper has in purpose contribute to design micropiles [1,4] from views buckling, then for end bearing micropiles. More approach generally exist, how the buckling calculate - from classical concrete practice (without soil resistance) until past procedure from concrete theory with influence coefficient k - background reaction. When you use computing software systems (eg. GEO 4), results of this calculation display of micropile aberration (horizontal deformation) when you enter the load at the ultimate skin friction (ie. design is not check). Ischebeck company [3] recommend approach for design of micropiles. This approach contents coefficients, equations and graphs, which display maximum load for soils describe total cohesion cu. Nevertheless from tabular result, that for some type soil (cohesion, soft consistence (or very soft) with cu 25-40 kPa) isn&apos;t need consider risk buckling and therefore was perform sample calculation for micropile with impact these relations. (C) 2016 The Authors. Published by Elsevier Ltd.

Druh

O - Ostatní výsledky

CEP obor

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OECD FORD obor

20701 - Environmental and geological engineering, geotechnics

Projekt

<a href="/cs/project/TE01020168" target="_blank" >TE01020168: Centrum pro efektivní a udržitelnou dopravní infrastrukturu (CESTI)</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2016

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů