APPLICATION OF CONSTITUTIVE MODELS IN THE VOLCANIC TEPHRA “TIERRA BLANCA JOVEN”

 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 te...

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Detalhes bibliográficos
Autores: Chavez Hernandez, Jose Alexander, Landaverde Quijada, José Miguel, Ayala Valdez, Oscar Edgardo, Mendoza Mejia, Lesly Emidalia
Tipo de documento: artigo
Estado:Versão publicada
Data de publicação:2014
País:Costa Rica
Recursos:Universidad de Costa Rica
Repositório:Portal de Revistas UCR
Idioma:espanhol
OAI Identifier:oai:portal.ucr.ac.cr:article/12103
Acesso em linha:https://revistas.ucr.ac.cr/index.php/ingenieria/article/view/12103
Access Level:Acceso aberto
Palavra-chave:Constitutive model
simulation
Tierra Blanca Joven
Mohr-Coulomb
Modified Cam Clay
Hypoplasticity
soil mechanics
modeling
Descrição
Resumo: 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.). Shear box, 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 was observed 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. Hypoplasticity showed good results in the triaxial tests but deviated from reality in the consolidation results. The results indicate that a different constitutive model and lab equipment are necessary (as TBJ is an unsaturated soil) to characterize the behavior of the soils in El Salvador.