Man

Felipe Villalobos

Académico

Universidad Católica de la Santisima Concepción

Concepción, Chile

Líneas de Investigación


Soil nailing, coarse granular materials, in situ geotechnical testing, district heating pipe response, reinforced soil walls, geotechnical properties and response of soils and rocks, rockburst in mine tunnels, geothermal properties of soils

Educación

  •  Ingeniería Geotécnica, UNIVERSITY OF OXFORD. Reino Unido, 2009
  •  Ingeniería Geotécnica, PONTIFICIA UNIVERSIDAD CATOLICA DE CHILE. Chile, 2001
  •  Ingeniero Civil, UNIVERSIDAD DE CONCEPCION. Chile, 1997

Experiencia Académica

  •   Académico Full Time

    UNIVERSIDAD CATÓLICA DE LA SANTÍSIMA CONCEPCIÓN

    Ingeniería

    Concepción, Chile

    2007 - A la fecha

  •   Asistente de Investigación Full Time

    Universidad de Oxford

    Matemática, Física y Ciencias de la Vida

    Oxford, Reino Unido

    2002 - 2005

  •   Académico Full Time

    UNIVERSIDAD AUSTRAL DE CHILE

    Ingeniería

    Valdivia, Chile

    2001 - 2002

  •   Ayudante de cátedra Other

    UNIVERSIDAD DE CONCEPCION

    Ingeniería

    Concepción, Chile

    1994 - 1996

  •   Asistente de investigación y Ayudante de cátedra Other

    PONTIFICIA UNIVERSIDAD CATOLICA DE CHILE

    Ingeniería

    Macúl, Chile

    1999 - 2000

Experiencia Profesional

  •   Ingeniero Junior Full Time

    Arcadis Chile Geotécnica Consultores

    Providencia, Chile

    1998 - 1999


 

Article (31)

Variations of thermal properties with water content and density of residual and basaltic sands from Chile
Study of the anisotropic tensile and compressive strength of a foliated phyllite
The effect of weathering on the variation of geotechnical properties of a granitic rock from Chile
Evaluation of rockburst energy capacity for the design of rock support systems for different tunnel geometries at El Teniente copper mine
Pipe axial displacements from a monitored pipeline connected to a district heating network
Settlement estimations for buildings founded on saturated silty sands from CPT and DMT results
Study of the anisotropic elastic response of a foliated phyllite
Analysis of the effect of fines content and loading frequency on the shear modulus and damping ratio of gravels
Effect of nail spacing on the global stability of soil nailed walls using limit equilibrium and finite element methods
Analysis of the geomechanical characterization of coarse granular materials using the parallel gradation method
Discussion: Analysis of a full-scale slope failure test on a sludge embankment
Design, Construction, and Operation of a Monitored District Heating Pipeline System
Analyses of Axial Displacement Measurements from a Monitored District Heating Pipeline System
Experimental study of the fine particles effect on the shear strength of tuff zeolites
Observations from a parametric study of the seismic design of soil nailing
Study of the static and seismic performance of a geogrid reinforced soil wall as bridge abutment in Concepción
Study of the Elastic Shear Modulus of Bio Bio Sand Using Bender Elements in an Oedometer
Análisis numérico de la respuesta sísmica de excavaciones sostenidas con muro Berlinés en arena
Hydraulic stability evaluation of a diaphragm wall in granular soils recharged by an unconfined aquifer
El Dilatómetro Sísmico SDMT para ensayos de suelos in situ
Influence of bearing pressure on liquefaction-induced settlement of shallow foundations
Re-assessing a soil nailing design in heavily weathered granite after a strong earthquake
Discussion: Cementation liquefaction remediation for existing buildings
Estudio de la estabilidad de taludes en roca meteorizada de la formación Quiriquina
Estudio experimental del empuje sobre estructuras de contención en suelos reforzados con geomallas
Estudio experimental y numérico del desplazamiento y rotación de suelo reforzado con geomallas bajo empuje activo
Design and construction of an anchored soldier pile wall for a large underground car park
Discussion of "CPT-Based Method for the Installation of Suction Caissons in Sand" by Marc Senders and Mark F. Randolph
Model testing of suction caissons in clay subjected to vertical loading
AN EXPERIMENTAL STUDY OF THE DRAINED CAPACITY OF SUCTION CAISSON FOUNDATIONS UNDER MONOTONIC LOADING FOR OFFSHORE APPLICATIONS
Fundaciones para turbinas eólicas costa afuera

BookWhole (2)

Ensayos geotécnicos in situ en profundidad
Mecánica de Suelos

ConferencePaper (3)

Methodology to assess rockburst potential an dynamic support design in tunnels by numerical modelling.
Estudio experimental de las propiedades térmicas de la arena Bío Bío y Maicillo para la evaluación de un sistema de extracción
A small geothermal project of low enthalpy in Bío Bío sand

EditorialMaterial (1)

Variation of suction pressure during caisson installation in sand DISCUSSION

Note (1)

Discussion: Geotechnical properties of a natural zeolite
38
Felipe Villalobos

Académico

Ingeniería Civil

Universidad Católica de la Santisima Concepción

Concepción, Chile

1
Oscar Taiba

Socio Fundador

Oficina Técnica

Ferrara Servicios de Ingeniería

Santiago, Chile

1
MAURICIO JARA

Profesor Conferenciante

Ingeniería Civil de Minas

Universidad de Talca

Curicó, Chile