Development of correlations for dynamic penetration test and cone penetration test for more effective design of traffic structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU133562" target="_blank" >RIV/00216305:26110/19:PU133562 - isvavai.cz</a>

Výsledek na webu

<a href="https://www.sgem.org/index.php/elibrary?view=publication&task=show&id=5222" target="_blank" >https://www.sgem.org/index.php/elibrary?view=publication&task=show&id=5222</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.5593/sgem2019/1.3/S03.029" target="_blank" >10.5593/sgem2019/1.3/S03.029</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Development of correlations for dynamic penetration test and cone penetration test for more effective design of traffic structures

Popis výsledku v původním jazyce

In the last three years the research program was conducted in the Czech Republic, which was aimed on the in-situ penetration tests results interpretation. Geotechnical engineers and statisticians from academic environment and engineering geologists from private companies dealing with geological survey were incorporated into the research team. The main objective of the research was to improve methodology of interpretation the dynamic penetration test (DPT) and cone penetration test (CPT) records. This was achieved through the specification of more accurate correlations between the values of parameters measured during a penetration test and geomechanical parameters of penetrated soils. The on-line database enabling direct statistical processing of big amount of archive data (more than 700 probes) was build first. Based on this database the new correlations were established. Correlations were next incorporated into the newly developed application for direct evaluation of measured data. New correlations are presented, and the process of their development is described in paper.

Název v anglickém jazyce

Development of correlations for dynamic penetration test and cone penetration test for more effective design of traffic structures

Popis výsledku anglicky

In the last three years the research program was conducted in the Czech Republic, which was aimed on the in-situ penetration tests results interpretation. Geotechnical engineers and statisticians from academic environment and engineering geologists from private companies dealing with geological survey were incorporated into the research team. The main objective of the research was to improve methodology of interpretation the dynamic penetration test (DPT) and cone penetration test (CPT) records. This was achieved through the specification of more accurate correlations between the values of parameters measured during a penetration test and geomechanical parameters of penetrated soils. The on-line database enabling direct statistical processing of big amount of archive data (more than 700 probes) was build first. Based on this database the new correlations were established. Correlations were next incorporated into the newly developed application for direct evaluation of measured data. New correlations are presented, and the process of their development is described in paper.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

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

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

19th International Multidisciplinary Scientific GeoConference SGEM 2019, vol. 1.3

ISBN

978-6-1974-0876-8

ISSN

1314-2704

e-ISSN

—

Počet stran výsledku

8

Strana od-do

233-240

Název nakladatele

SGEM

Místo vydání

Albena, Bulgaria

Místo konání akce

Albena

Datum konání akce

30. 6. 2019

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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