Application of Constitutive Models in the Volcanic Tephra ?Tierra Blanca Joven?
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00232346" target="_blank" >RIV/68407700:21110/14:00232346 - isvavai.cz</a>
Výsledek na webu
<a href="http://revistas.ucr.ac.cr/index.php/ingenieria/article/view/12103/14830" target="_blank" >http://revistas.ucr.ac.cr/index.php/ingenieria/article/view/12103/14830</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.15517/ring.v24i2.12103" target="_blank" >10.15517/ring.v24i2.12103</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Application of Constitutive Models in the Volcanic Tephra ?Tierra Blanca Joven?
Popis výsledku v původním jazyce
The volcanic tephra Tierra Blanca Joven (TBJ) covers most of the Metropolitan Area of San Salvador where problems of mass wasting problems occur. To understand its behavior the Mohr-Coulomb, Modified Cam Clay and Hypoplasticity constitutive models were used to simulate consolidation and triaxial tests; looking for the one closer to real laboratory results. The constitutive models are used into finite element software to simulate the behavior of a soil mass (slope stability, bearing capacity etc.). Shearbox, drained triaxial and consolidation tests were made in order to obtain the parameters for the models. The soil must be either saturated or dry, otherwise unsaturated properties are needed. After comparing the results of the constitutive model it wasobserved that none of them display exactly the real behavior observed in the laboratory. Mohr-Coulomb is the model that is used in all the geotechnical studies in El Salvador and it was the model that showed more deficiencies. Hypoplasti
Název v anglickém jazyce
Application of Constitutive Models in the Volcanic Tephra ?Tierra Blanca Joven?
Popis výsledku anglicky
The volcanic tephra Tierra Blanca Joven (TBJ) covers most of the Metropolitan Area of San Salvador where problems of mass wasting problems occur. To understand its behavior the Mohr-Coulomb, Modified Cam Clay and Hypoplasticity constitutive models were used to simulate consolidation and triaxial tests; looking for the one closer to real laboratory results. The constitutive models are used into finite element software to simulate the behavior of a soil mass (slope stability, bearing capacity etc.). Shearbox, drained triaxial and consolidation tests were made in order to obtain the parameters for the models. The soil must be either saturated or dry, otherwise unsaturated properties are needed. After comparing the results of the constitutive model it wasobserved that none of them display exactly the real behavior observed in the laboratory. Mohr-Coulomb is the model that is used in all the geotechnical studies in El Salvador and it was the model that showed more deficiencies. Hypoplasti
Klasifikace
Druh
J<sub>x</sub> - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
CEP obor
DF - Pedologie
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2014
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Ingeniería
ISSN
2215-2652
e-ISSN
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Svazek periodika
2
Číslo periodika v rámci svazku
24
Stát vydavatele periodika
CR - Kostarická republika
Počet stran výsledku
26
Strana od-do
53-78
Kód UT WoS článku
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EID výsledku v databázi Scopus
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