Proyectos
- Noviembre 2016 - Octubre 2018
Ejecutado
Approximation of Conjunctive Query Evaluation
[vc_section el_class="container mx-auto align-items-center circle--pattern" css=".vc_custom_1648956589196{padding-top: 3rem !important;}"][vc_row el_class="pb-5"][vc_column][vc_wp_custommenu nav_menu="6"][uoh_breadcrumb_component automatic_breadcrumb="true"][uoh_title_component title_dropdown="big" title_decorator="true"]{{title}}[/uoh_title_component][vc_column_text css=""]Problems that cannot be solved by classical computers in reasonable time due to their high computational cost arise in many research areas. In general, the evaluation of conjunctive queries over relational databases belongs to those problems. Conjunctive queries form the core of the Structured Query Language (SQL) which became a de facto standard for querying and maintaining relational databases. This work is about developing new approximation techniques for conjunctive queries which cannot be evaluated in reasonable time. Our new approximation techniques should lead to significant improvements for data aided decision making, e.g., for early warning system which are based on the analysis of big data or to make business-critical decisions by analyzing big data. In the last decades, a very good understanding of the classes of conjunctive queries which can be evaluated in reasonable time has been gained and it has been proven that an under-approximation of a query always exists within each of those classes. However this approach is rather strict and some of the under-approximations can be rather uninformative, i.e., the under-approximation might return the empty result set while the original query would not. over-approximations might be helpful when this happens, as they return all answers to a query. One of our goals is to study the foundational aspects of over-approximations, including the existence problem and the problem of computing an approximation. Unfortunately, over-approximations do not always exist (within a class of queries which can be evaluated in reasonable time), and it is not even known to be decidable whether a conjunctive query admits an over-approximation. Therefore, another goal of the proposed work is the development of more liberal approximation techniques that yield some kind of quantitative guarantees. This means that they should guarantee that the result of the approximation is not too far from the result of the original query over a set of databases of interest. Therefore we need to define a measure of disagreement between queries and/or results. For conjunctive query evaluation, such measures do not exist up until now. Based on that measure, we study approximations whose disagreement with the result of the query they approximate is below a certain threshold. Furthermore, we investigate how the underlying data of a database can help us to find better approximations.
It has been shown that there are close relations between the approximation of conjunctive queries over relational databases and some classes of Semantic Web queries over semi-structured data. We also study possible connections between our approximation techniques and approximating Semantic Web queries.[/vc_column_text][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649209804184{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5"][vc_row el_class="container mx-auto align-items-center p-md-0 pt-5"][vc_column el_class="p-0"][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649210787516{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5 pb-md-5"][vc_row el_class="container mx-auto align-items-center"][vc_column][/vc_column][/vc_row][/vc_section]
Co-Investigador/a
- 2016H1D3A1908042
- Octubre 2016 - Noviembre 2020
FinalizadoFundación Nacional de la Investigación, Ministerio de Ciencias y Tecnología, Corea del Sur
Improving aquifer storage and recovery by developing groundwater flow delineation and characterization technology
[vc_section el_class="container mx-auto align-items-center circle--pattern" css=".vc_custom_1648956589196{padding-top: 3rem !important;}"][vc_row el_class="pb-5"][vc_column][vc_wp_custommenu nav_menu="6"][uoh_breadcrumb_component automatic_breadcrumb="true"][uoh_title_component title_dropdown="big" title_decorator="true"]{{title}}[/uoh_title_component][vc_column_text css=""]Desarrollo de tecnologías de modelación para evaluar y optimizar sistemas de recarga artificial[/vc_column_text][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649209804184{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5"][vc_row el_class="container mx-auto align-items-center p-md-0 pt-5"][vc_column el_class="p-0"][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649210787516{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5 pb-md-5"][vc_row el_class="container mx-auto align-items-center"][vc_column][/vc_column][/vc_row][/vc_section]
Investigador/a Responsable
- W083SMKGW
- Julio 2016 - Diciembre 2016
FinalizadoDepartamento de Medio Ambiente, Agua y Recursos Naturales, Gobierno de Australia Meridional, Australia
Development of Adelaide Plains (AP) groundwater model
[vc_section el_class="container mx-auto align-items-center circle--pattern" css=".vc_custom_1648956589196{padding-top: 3rem !important;}"][vc_row el_class="pb-5"][vc_column][vc_wp_custommenu nav_menu="6"][uoh_breadcrumb_component automatic_breadcrumb="true"][uoh_title_component title_dropdown="big" title_decorator="true"]{{title}}[/uoh_title_component][vc_column_text css=""]Desarrollo de un modelo numérico de aguas subterráneas de las Planicies de Adelaida, Australia.[/vc_column_text][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649209804184{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5"][vc_row el_class="container mx-auto align-items-center p-md-0 pt-5"][vc_column el_class="p-0"][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649210787516{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5 pb-md-5"][vc_row el_class="container mx-auto align-items-center"][vc_column][/vc_column][/vc_row][/vc_section]
Co-Investigador/a
- Marzo 2016 - Octubre 2020
En Ejecución
Centro de Modelamiento Matemático (CMM)
[vc_section el_class="container mx-auto align-items-center circle--pattern" css=".vc_custom_1648956589196{padding-top: 3rem !important;}"][vc_row el_class="pb-5"][vc_column][vc_wp_custommenu nav_menu="6"][uoh_breadcrumb_component automatic_breadcrumb="true"][uoh_title_component title_dropdown="big" title_decorator="true"]{{title}}[/uoh_title_component][vc_column_text css=""]- Investigador asociado. Centro de Modelamiento Matemático (CMM). Centro Basal Nº AFB-170001, Director: Alejandro Maass. Marzo 2016-actual.[/vc_column_text][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649209804184{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5"][vc_row el_class="container mx-auto align-items-center p-md-0 pt-5"][vc_column el_class="p-0"][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649210787516{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5 pb-md-5"][vc_row el_class="container mx-auto align-items-center"][vc_column][/vc_column][/vc_row][/vc_section]
Co-Investigador/a
- Marzo 2016 - Marzo 2019
Adjudicado
Role of Fur in the systemic response of Enterococcus faecalis and its impact on in vivo infectiveness under different nutritional status of iron.
[vc_section el_class="container mx-auto align-items-center circle--pattern" css=".vc_custom_1648956589196{padding-top: 3rem !important;}"][vc_row el_class="pb-5"][vc_column][vc_wp_custommenu nav_menu="6"][uoh_breadcrumb_component automatic_breadcrumb="true"][uoh_title_component title_dropdown="big" title_decorator="true"]{{title}}[/uoh_title_component][vc_column_text css=""]Fondecyt de Iniciación año 2015 N°11150679. CONICYT. Proyecto titulado: Role of Fur in the systemic response of Enterococcus faecalis and its impact on in vivo infectiveness under different nutritional status of iron. Instituciones patrocinantes: Universidad de Chile y Universidad de OHiggins. Marzo 2015-Diciembre 2018.[/vc_column_text][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649209804184{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5"][vc_row el_class="container mx-auto align-items-center p-md-0 pt-5"][vc_column el_class="p-0"][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649210787516{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5 pb-md-5"][vc_row el_class="container mx-auto align-items-center"][vc_column][/vc_column][/vc_row][/vc_section]
Investigador/a Responsable
- 3160164
- Noviembre 2015
FinalizadoAgencia Nacional de Investigación y Desarrollo - ANID
MEDICIÓN IN-SITU DE LA DENSIDAD DE DISLOCACIONES EN METALES BAJO ENSAYOS DE TRACCIÓN Y COMPRESIÓN
[vc_section el_class="container mx-auto align-items-center circle--pattern" css=".vc_custom_1648956589196{padding-top: 3rem !important;}"][vc_row el_class="pb-5"][vc_column][vc_wp_custommenu nav_menu="6"][uoh_breadcrumb_component automatic_breadcrumb="true"][uoh_title_component title_dropdown="big" title_decorator="true"]{{title}}[/uoh_title_component][vc_column_text css=""]Las dislocaciones son la principal fuente de comportamiento plástico de metales, sin embargo, es muy difícil de estudiar cuantitativamente su comportamiento. Con el fin de mejorar esta situación, se ha propuesto utilizar su interacción con las ondas elásticas como una sonda no invasiva. Recientemente, se han demostrado, utilizando espectroscopia de resonancia Ultrasonido (RUS), que un aumento de densidad de dislocaciones en aluminio por un factor de 6 conduce a un cambio de la velocidad de las ondas de cizalle del orden de 1, una cantidad que puede medirse con una precisión del orden de 0,1%.
Se propone entonces estudiar la contribución de las dislocaciones a las propiedades mecánicas en dos sistemas de interés: En primer lugar, metales poli-cristalinos, en particular muestras de cobre y de aluminio. En segundo lugar, se propone estudiar muestras con estructura de capas múltiples, en particular sistemas de capas intercaladas de cobre y de niobio. El objetivo de largo plazo de esta investigación es permitir el desarrollo de la tecnología de ultrasonido como una herramienta no invasiva para la caracterización de materiales.
Se investigará en primera instancia la contribución de las dislocaciones a las constantes elásticas de metales poli-cristalinos, continuando un estudio anterior. Se realizarán nuevas medidas con muestras más puras de aluminio y de cobre, utilizando RUS en primera instancia. Como primer objetivo se plantea obtener un número mayor de muestras, con condiciones más extremas que las ya analizadas aumentando el rango de dislocaciones estudiado. Además de las medidas en el régimen lineal usando RUS, se realizarán medidas de parámetros no-lineales que pueden ser caracterizados a mayores amplitudes de excitación. Estas medidas pueden ser realizadas con el mismo montaje experimental de RUS. Además, se propone hacer un análisis ultrasónico tanto lineal como no lineal en un montaje de deformación estándar donde las medidas se realizarán in situ.
En segundo lugar, se propone caracterizar muestras de cobre-niobio, con estructura de capas múltiples. La motivación de este tema radica en el hecho que las interfaces del estado sólido juegan un papel importante en la determinación de las propiedades de los materiales compuestos, especialmente de los materiales estructurales destinados para el servicio en aplicaciones de energía. En la actualidad, las muestras multi-capas de cobre-niobio pueden ser preparadas en tamaños útiles para RUS (desde milímetros hasta centímetros). Pueden ser fabricas con pocas capas (del orden de 10 capas) y espesores de décimas de mm cada una, o con muchas capas (del orden de 3.10⁴) y espesores de 10 nm cada una. La motivación es obtener mediciones precisas de las constantes elásticas efectivas de las muestras mediante hipótesis del tipo homogeneización, y correlacionar sus valores con la cantidad de interfaces presentes. A primer orden, si dos muestras tienen la misma cantidad de niobio y cobre pero con diferentes números de capas y espesores, el proceso de homogenización más simple indica que las propiedades mecánicas deben ser iguales. En la práctica, se espera una contribución de las interfaces, lo cual no será despreciable cuando existan una cantidad considerable de ellas. La relación con las dislocaciones radica en el hecho que estas interfases tienen dislocaciones de tipo misfit, y dependiendo de la orientación de su vector de Burgers y de su densidad, su contribución a la elasticidad de la interface será distinta.[/vc_column_text][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649209804184{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5"][vc_row el_class="container mx-auto align-items-center p-md-0 pt-5"][vc_column el_class="p-0"][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649210787516{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5 pb-md-5"][vc_row el_class="container mx-auto align-items-center"][vc_column][/vc_column][/vc_row][/vc_section]
Investigador/a Responsable
- Noviembre 2015 - Octubre 2017
Ejecutado
On the role of viscosity on the energy flux cascading on capillary wave turbulence
[vc_section el_class="container mx-auto align-items-center circle--pattern" css=".vc_custom_1648956589196{padding-top: 3rem !important;}"][vc_row el_class="pb-5"][vc_column][vc_wp_custommenu nav_menu="6"][uoh_breadcrumb_component automatic_breadcrumb="true"][uoh_title_component title_dropdown="big" title_decorator="true"]{{title}}[/uoh_title_component][vc_column_text css=""]Waves are ubiquitous in nature. They are all around us in our daily lives, we find them in several contexts, in particular in fluids. They usually involve a complex variety of interaction processes, and di↵erent mechanisms. Of our particular inter- est is the case of waves at the interface between two fluids when they are perturbed. When strongly forced, the nonlinear interactions can produce a turbulent-like regime called wave turbulence. Theoretical, numerical and experimental studies have made a great deal of progress on this subject, and yet, there are several aspects that have not been properly addressed, namely the role of viscosity on the energy flux as it cascades through di↵erent scales or the physical origin of the intermittency phenomenon.
In this proposal, we will consider the problem of capillary wave turbulence from an experimental and numerical point of view. One of the main complications to study surface wave turbulence is that, in the same system, there is involvement of di↵erent types of waves, such as the case of gravito-capillary wave turbulence. Thus, it becomes of foremost importance to study wave turbulence on the presence of only one type of waves. Thereby, in order to study pure capillary wave turbulence, gravity waves must be negligible. We propose to study a system of capillary surface waves at the interface of two immiscible and incompressible fluids, water and silicon oil, of almost equal densities and layer depths, thus preventing the action of gravity. By changing the kinematic viscosity ⌫, and density ⇢ of both fluids, it is possible to control the relation between injected and dissipated power, thus exploring several regimes in a simple and controlled way.
We pose to implement the technique called Free-surface synthetic Schlieren that allows a reconstruction of the instantaneous surface topography. Velocity fields will be explored by using the standard Particle Image Velocimetry. We will make use of an already existing experimental setup which will be modified in order to accomplish these techniques adequately. With these measurements we will be able to compute the spectrum in frequency f and wavevector k, hence accessing to statistical and dynamical properties of capillary wave turbulence, such as intermittency, or the function of the injected power on the system. We also propose to use the open source solver GERRIS and make a systematic study on the role of viscosity on the cascading of the energy flux.[/vc_column_text][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649209804184{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5"][vc_row el_class="container mx-auto align-items-center p-md-0 pt-5"][vc_column el_class="p-0"][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649210787516{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5 pb-md-5"][vc_row el_class="container mx-auto align-items-center"][vc_column][/vc_column][/vc_row][/vc_section]
Investigador/a Responsable
- Mayo 2015 - Agosto 2015
Ejecutado
The Chilean Coastal Orographic Precipitation Experiment (CCOPE)
[vc_section el_class="container mx-auto align-items-center circle--pattern" css=".vc_custom_1648956589196{padding-top: 3rem !important;}"][vc_row el_class="pb-5"][vc_column][vc_wp_custommenu nav_menu="6"][uoh_breadcrumb_component automatic_breadcrumb="true"][uoh_title_component title_dropdown="big" title_decorator="true"]{{title}}[/uoh_title_component][vc_column_text css=""]The Chilean Coastal Orographic Precipitation Experiment (CCOPE) was conducted during the austral winter of 2015 (MayAugust) in the Nahuelbuta Mountains (peak elevation 1.3 km MSL) of southern Chile
(38ºS). CCOPE used soundings, two profiling Micro Rain Radars, a Parsivel disdrometer, and a rain gauge network to characterize warm and ice-initiated rain regimes and explore their consequences for orographic precipitation[/vc_column_text][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649209804184{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5"][vc_row el_class="container mx-auto align-items-center p-md-0 pt-5"][vc_column el_class="p-0"][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649210787516{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5 pb-md-5"][vc_row el_class="container mx-auto align-items-center"][vc_column][/vc_column][/vc_row][/vc_section]
Co-Investigador/a
- Marzo 2015 - Octubre 2020
En Ejecución
Centro de Regulación del Genoma (CRG)
[vc_section el_class="container mx-auto align-items-center circle--pattern" css=".vc_custom_1648956589196{padding-top: 3rem !important;}"][vc_row el_class="pb-5"][vc_column][vc_wp_custommenu nav_menu="6"][uoh_breadcrumb_component automatic_breadcrumb="true"][uoh_title_component title_dropdown="big" title_decorator="true"]{{title}}[/uoh_title_component][vc_column_text css=""]- Investigador asociado. Centro de Regulación del Genoma (CRG). Centro FONDAP FONDAP N°15090007, Director: Miguel Allende. Marzo 2015-actual.[/vc_column_text][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649209804184{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5"][vc_row el_class="container mx-auto align-items-center p-md-0 pt-5"][vc_column el_class="p-0"][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649210787516{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5 pb-md-5"][vc_row el_class="container mx-auto align-items-center"][vc_column][/vc_column][/vc_row][/vc_section]
Co-Investigador/a
- Marzo 2015 - Diciembre 2018
Adjudicado
Metal metabolism in soil bacterial communities from an extreme environment: A comparative genomics analysis.
[vc_section el_class="container mx-auto align-items-center circle--pattern" css=".vc_custom_1648956589196{padding-top: 3rem !important;}"][vc_row el_class="pb-5"][vc_column][vc_wp_custommenu nav_menu="6"][uoh_breadcrumb_component automatic_breadcrumb="true"][uoh_title_component title_dropdown="big" title_decorator="true"]{{title}}[/uoh_title_component][vc_column_text css=""]Fondecyt Regular 2015- N°1151384. CONICYT. Proyecto titulado: Metal metabolism in soil bacterial communities from an extreme environment: A comparative genomics analysis. Instituciones patrocinantes: Universidad de Chile y Universidad de OHiggins. Investigador responsable Dr. Mauricio González. Marzo 2014-Diciembre 2018.[/vc_column_text][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649209804184{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5"][vc_row el_class="container mx-auto align-items-center p-md-0 pt-5"][vc_column el_class="p-0"][/vc_column][/vc_row][/vc_section][vc_section css=".vc_custom_1649210787516{background-color: #f6faff !important;}" el_class="p-md-0 pt-md-5 pb-md-5"][vc_row el_class="container mx-auto align-items-center"][vc_column][/vc_column][/vc_row][/vc_section]
Co-Investigador/a





