Statistical analysis of data from acceptance tests of ground anchors

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU103192" target="_blank" >RIV/00216305:26110/13:PU103192 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

čeština

Název v původním jazyce

Statistical analysis of data from acceptance tests of ground anchors

Popis výsledku v původním jazyce

Excavations are considered key structures to most of civil and underground projects. Postgrouted presstressed ground anchors are usually associated with these projects. The design of the fixed length of an anchor is based on bond shear stress on contactof the bond skin and surrounding soil. Statistical analysis of measured test data was performed to specify shear stress parameter for geotechnical conditions of Brno clays. Information about anchors installed into clays was abstracted from acceptance tests records provided by Zakládání Staveb, one of the biggest Czech special foundations contractors. All tested anchors were used as supports of temporary retaining structures on construction sites in Brno. Results of conducted analysis were expressed as confidence interval estimation of mean of bond stress parameter. This parameter is usable for future design of anchors located in analogical geotechnical conditions (stiff clays). Influencing of results by technological aspects of the cons

Název v anglickém jazyce

Statistical analysis of data from acceptance tests of ground anchors

Popis výsledku anglicky

Excavations are considered key structures to most of civil and underground projects. Postgrouted presstressed ground anchors are usually associated with these projects. The design of the fixed length of an anchor is based on bond shear stress on contactof the bond skin and surrounding soil. Statistical analysis of measured test data was performed to specify shear stress parameter for geotechnical conditions of Brno clays. Information about anchors installed into clays was abstracted from acceptance tests records provided by Zakládání Staveb, one of the biggest Czech special foundations contractors. All tested anchors were used as supports of temporary retaining structures on construction sites in Brno. Results of conducted analysis were expressed as confidence interval estimation of mean of bond stress parameter. This parameter is usable for future design of anchors located in analogical geotechnical conditions (stiff clays). Influencing of results by technological aspects of the cons

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/FR-TI4%2F329" target="_blank" >FR-TI4/329: Výzkum a Vývoj - tvorba aplikačního systému pro návrh a posouzení zemních a horninových kotev včetně vývoje monitorovacích prvků</a><br>

Návaznosti

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

Rok uplatnění

2013

Kód důvěrnosti údajů

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

Název statě ve sborníku

Young Scientist 2013: Proceedings of Annotations

ISBN

978-80-553-1305-4

ISSN

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e-ISSN

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Počet stran výsledku

7

Strana od-do

1-7

Název nakladatele

Technical University of Košice, Faculty of Civil Engineeging

Místo vydání

Herl'any

Místo konání akce

Herľany

Datum konání akce

10. 4. 2013

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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