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Dra. Paola Bandini

POSICIÓN EN PROGRAMAS DE POSGRADO

Doctorado en Ingeniería: Colaborador

INFORMACIÓN DE CONTACTO:

Department of Civil Engineering

New Mexico State University, P.O. Box 30001

Las Cruces, NM 88003-8001, MSC 3CE

Hernandez Hall – Room 244

ÁREAS DE INTERÉS

Geotecnia
Pavimentos

EDUCACIÓN

Doctorado Ingeniería Civil, Purdue University (2003)

Maestría en Ciencias, Purdue University (1999)

Geología e ingeniería Geológica, Universidad de Oriente, Venezuela (1993)

TESIS DIRIGIDAS POSGRADO:

Bearing Capacity of Rigid Strip Footings on Top of Clay Slopes using Finite Element Method, Hoa X. Nguyen, Maestría

Bearing Capacity of Strip Footings on Cohesionless Soil Slopes Using Finite Element Method, Thang H. Phan, Maestría

Bearing Capacity of Strip Foundations on Two-layered Cohesive Soils Using Finite Elements, Tanzeem Ahmad, Maestría

Design of Gravity Rock Walls in Southern New Mexico, WJ Napoleon, MAESTRIA.

Effects of Silt Content and Soil Fabric on Shear Strength and Volumetric Behavior of Silty Sands, Selvarajah Ramesh, MAESTRIA

Geotechnical Characterization of a Carbonate Cemented Soil of Las Cruces Airport Area, Rosa Imelda Olague-Caballero, MAESTRIA.

Hydraulic Conductivity and Compressibility of Sand-Clay Mixtures, Charles G. Johnpillai, MAESTRIA.

Numerical modeling of flexible pavements accounting for anisotropy and viscoelasticity, Hung Viet Pham, DOCTORADO.

Prediction of Pavement Performance through Neuro-Fuzzy Reasoning, Alessandra Bianchini, DOCTORADO.

Saturated Hydraulic Conductivity and Compressibility of Sand-Silt Mixtures, Sittampalam Sathiskumar, MAESTRIA.

Saturated Hydraulic Conductivity of Poorly Graded Sands with Nonplastic Silt Using a Flexible Wall Permeameter, Thanabalasingam Sathees, MAESTRIA.

Shear Strength and Dilatancy of a Poorly Graded Sand with Nonplastic Silt, G. Joseph Gunaranjan, MAESTRIA.

Shear Strength and Oedometric Characteristics of Naturally Cemented Sands, Rosa Imelda Olague-Caballero, DOCTORADO.

Shear strength of foamglass, Kalaichchelvi Subramaniam, MAESTRIA.

Stability of soil embankments on soft foundation soil stabilized with soil mixing, Hoa X. Nguyen, DOCTORADO.

Use of Tire Bales in Erosion Control and Bank Stabilization Projects, Abdus Samed S. Ahmed, MAESTRIA.

Vegetative Soil Covers for Hazardous Waste Landfills, Jerry Peace, DOCTORADO.

PUBLICACIONES:

Bianchini, A., Bandini, P., and Smith, D. W. (2010). Inter-rater reliability of manual pavement distress evaluations.” ASCE Journal of Transportation Engineering, 136(2), 165-172.

Bianchini, A. and Bandini, P. (2010) “Prediction of Pavement Performance through Neuro-Fuzzy Reasoning” Computer-Aided Civil and Infrastructure Engineering – An International Journal, 25(1), 39-54.

Bandini, P. and Sathiskumar, S. (2009) “Effects of Silt Content and Void Ratio on the Saturated Hydraulic Conductivity and Compressibility of Sand-Silt Mixtures” ASCE Journal of Geotechnical and Geoenvironmental Engineering, 135(12), 1976-1980.

Diaz-Rodriguez, J. A., Antonio-Izarraras, V. M., Bandini, P., and Lopez-Molina, J. A. (2008) “Cyclic Strength of a Natural Liquefiable Sand Stabilized with Colloidal Silica Grout.” Canadian Geotechnical Journal, 45, 1345-1355.

Carraro, J. A. H., Bandini, P., and Salgado, R. (2003) “Evaluation of Liquefaction Resistance of Clean and Silty Sands Based on CPT Cone Penetration Resistance.” Journal of Geotechnical and Geoenvironmental Engineering, 129(11), 1-12.

Loukidis, D., Bandini, P., and Salgado, R. (2003) “Stability of Seismically Loaded Slopes Using Limit Analysis.” Geotechnique, 53(5), 463-479.

Salgado, R., Bandini, P., and Karim, A. (2000) “Shear Strength and Stiffness of Silty Sand.” Journal of Geotechnical and Geoenvironmental Engineering, 126(5), 451-462.

Fecha de publicación: 2016-01-21 12:07:51
Fecha de actualización: 2016-01-21 12:07:51
URL de este artículo: /facultad/2016/01/21/Paola_Bandini/