Determination of K0 in Aged Clays Using Marchetti´s Flat Dilatometer
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00337948" target="_blank" >RIV/68407700:21110/20:00337948 - isvavai.cz</a>
Výsledek na webu
<a href="http://www.waset.org" target="_blank" >http://www.waset.org</a>
DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Determination of K0 in Aged Clays Using Marchetti´s Flat Dilatometer
Popis výsledku v původním jazyce
This study deals with the determination of the earth’s pressure coefficient at rest “K0” by field measurement using Marchetti´s flat dilatometer (DMT) in aged clays. Generally, it is a complicated task to determine K0 coefficient in a natural soil let alone in aged clays. In these cases, all available techniques for determining of K0 are affected by non-negligible imperfections and uncertainties which leads to unrealistic results. However, this fact is often ignored. For example, the original Marchetti´s formula for computing of K0,DMT is widely used for all types of soils, despite author´s warnings about the limited usability for soils affected by aging effects. This study shows an effective approach how to determine K0 coefficient. It is a combination of the determining of K0 by using back numerical analysis (BNA) and field measurements by DMT which leads to a more realistic result. The proceeding describes a case study on aged clays of the Carpathian Foredeep in the Czech Republic. The main finding is that the original Marchetti´s formula gives noticeably distorted results. On the other hand, the so-called Kouretzis´ equation seems to be applicable for old clays.
Název v anglickém jazyce
Determination of K0 in Aged Clays Using Marchetti´s Flat Dilatometer
Popis výsledku anglicky
This study deals with the determination of the earth’s pressure coefficient at rest “K0” by field measurement using Marchetti´s flat dilatometer (DMT) in aged clays. Generally, it is a complicated task to determine K0 coefficient in a natural soil let alone in aged clays. In these cases, all available techniques for determining of K0 are affected by non-negligible imperfections and uncertainties which leads to unrealistic results. However, this fact is often ignored. For example, the original Marchetti´s formula for computing of K0,DMT is widely used for all types of soils, despite author´s warnings about the limited usability for soils affected by aging effects. This study shows an effective approach how to determine K0 coefficient. It is a combination of the determining of K0 by using back numerical analysis (BNA) and field measurements by DMT which leads to a more realistic result. The proceeding describes a case study on aged clays of the Carpathian Foredeep in the Czech Republic. The main finding is that the original Marchetti´s formula gives noticeably distorted results. On the other hand, the so-called Kouretzis´ equation seems to be applicable for old clays.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
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OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
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Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2020
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
IRC 2020 IX. international research conference proceeding
ISBN
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ISSN
1307-6892
e-ISSN
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Počet stran výsledku
4
Strana od-do
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Název nakladatele
World Academy of Science, Engineering and Technology
Místo vydání
Toronto
Místo konání akce
Denpasar, Bali
Datum konání akce
13. 1. 2020
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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