Pedro Arduino

Publications

• M. M. Chiaramonte, P. Arduino, D. E. Lehman, and C. W. Roeder, (2013), Seismic analyses of conventional and improved marginal wharves, Earthquake Engineering and Structural Dynamics, 42: pp.1435-1450.
• C. McGann, P. Arduino, and P. Mackenzie-Helnwein, (2012), Stabilized single-point 4-node quadrilateral element for dynamic analysis of fluid saturated porous media, Acta Geotechnica: Vol. 7, Issue 4, 2012, pp. 297-311.
• C. Mast, P. Mackenzie-Helnwein, P. Arduino, G. Miller, and W. Shin, (2012), Mitigating kinematic locking in the Material Point Method, Journal of Computational Physics, Vol. 231, Issue 16, June 2012, pp. 5351-5373.
• P. Arduino, P. Mackenzie-Helnwein, G. Miller and C. Mast, (2012), Aplicación y Mejoras al Método MPM para el Análisis de Desprendimientos y Movimientos de Tierra, Revista Internacional de Desastres Naturales, Accidentes e Infraestructura Civil, accepted.
• J. Bray, K. Rollins, T. Hutchinson, R. Verdugo, C. Ledezma, D. Assimaki, G. Mylonakis, G. Montalva, P. Arduino, S. Olson, R. Kayen, Y. Hashash, and G. Candia, (2012), Effects of Ground Failure on Buildings, Ports, and Industrial Facilities, Earthquake SPECTRA, Vol. 28, No S1, June 2012, pp s97- s118.
• C. Ledezma, S. Ashford, T. Hutchinson, R. Moss, P. Arduino, R. Kayen, J. Bray, S. Olson, and Y. Hashash, (2012), Effects of Liquefaction-Induced Ground Failure on Bridges, Roads, and Railroads, Earthquake SPECTRA, Vol. 28, No S1, June 2012, pp s119 – s143.
• Stuedlein, S. Kramer, P. Arduino, and R.D. Holtz, (2012), Reliability of Spread Footing Performance in Desiccated Clay, ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol. 138, No. 11, November 2012, pp1301-1313.
• Stuedlein, S. Kramer, P. Arduino, and R.D. Holtz, (2012), Geotechnical Characterization and Random Field Modeling of Desiccated Clay, ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol. 138, No. 11, November 2012, pp 1314-1325.
• R. McGann, P. Arduino, and P. Mackenzie-Helnwein, (2012), Simplified Procedure to Account for a Weaker Soil Layer in Lateral Load Analysis of Single Piles, ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol. 138, No.9, pp 1129-1137.
• M. Mast, P. Mackenzie-Helnwein, P. Arduino, and G.R. Miller (2011), Representing Arbitrary Bounding Surfaces in the Material Point Method using a Dual-Grid Approach, International Journal for Numerical Methods in Engineering, under review.
• R. McGann, P. Arduino, and P. Mackenzie-Helnwein, (2011), Applicability of Conventional p-y Relations to the Analysis of Piles in Laterally Spreading Soils, ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol. 137, No 6, June 1, 2011, pp.557-567.
• W. Shin, G. R. Miller, P. Arduino, and P. Mackenzie-Helnwein (2010), Dynamic Meshing for Mateiral Point Method Computations, International Journal of Computational and Mathematical Sciences,4:8, pp. 379-387 2010.
• P. Mackenzie-Helnwein, Arduino, P., Shin, W., Moore, J.A., and Miller, G.R., (2009), Modeling Strategies for Multiphase Drag Interactions Using the Material Point Method, International Journal for Numerical Methods in Engineering, Vol. 83, Issue 3, pp. 295-322.
• Ranf, R. Shin, H., Eberhard, M., Arduino, P., and Kramer, S.L. (2009), “Fixed-Base Approximations for PBEE of Bridges on Drilled Shafts”, Earthquake Spectra, accepted.
• Hoyos, L. R., Arduino, P., (2008), Implicit Algorithm for Modeling Unsaturated Soil Response in Three-Invariant Stress Space, ASCE International Journal of Geomechanics, Volume 8, Number 4, pp.266-273.
• Choi C.H., and Arduino, P., (2008) “Development of a True Triaxial Apparatus for Sands and Gravels”, ASTM Geotechnical Testing Journal, Volume 31, Issue 1, pp 1-13, January 2008.
• Francisca, F., Arduino, P., (2007), Immiscible Displacement Model for Anisortropic and Correlated Porous Media, International Journal of Goemechanics, Volume 7, Issue 4, pp 311-317, July/August 2007.
• Miller, G., Arduino, P., Jang, J., and Choi, C.H. (2003), Localized Tensor-Based Solvers for Interactive Finite Element Applications Using C++ and Java, Computers & Structures, Vol 81/7, pp 423 - 437.
• Hoyos, L. R., Macari, E. J, and Arduino, P. (2003) Constitutive Modeling of an Unsaturated Soil under Axisymmetric Stress States using a Suction Controlled Cubical Testing Device, International Journal of Plasticity, Vol. 19, No. 10, pp. 1481-1515.
• Arduino, P. and E. J. Macari (2002) Closure to: Numerical Analysis of Geomaterials within the Theory of Porous Media, ASCE Journal of Engineering Mechanics, Vol 128, Issue 6, p. 708, June 2002.
• Kramer, S. L., P. Arduino, A. Jones, and M. Eberhard (2002), Uncertainty Analysis for a Seismic Warning System, TRB Record No. 1801 – Soil Mechanics 2002, pp. 112-121.
• Arduino P., G. R. Miller, and Ayokunle Ogurinde, (2002) Live Modeling of 1-D Wave Propagation in Layered Soil Media, Computer Applications in Engineering Education, Vol 9, No. 4, pp. 248-258.
• Fowler, J. A., Arduino, P., and Holtz, R. D. (2001) Approximate Displacement Influence Factors for Elastic Shallow Foundations - ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol 127, No 1, pp. 99-102.
• Arduino, P. and E. J. Macari (2001) Numerical Analysis of Geomaterials within the Theory of Porous Media, ASCE Journal of Engineering Mechanics, Vol 127, No. 2, pp. 167--175.
• Arduino, P. and E. J. Macari (2001) Implementation of a Porous Media Formulation for Geomaterials, ASCE Journal of Engineering Mechanics, Vol 127, No. 2, pp. 157-166.
• Wyatt, T., Arduino, P, and Macari, E. J. (2000) Assessment of a Virtual Laboratory for Geotechnical Engineering Education, Computers in Education Journal, ASEE Computers in Education Division, Vol. X, No. 2, April-June 2000, pp.27-35.
• Arduino, P. and E. J. Macari (1998) Numerical Modeling of Spread Footings at Bridge- Embankment Interfaces, Transportation Research Record No 1633, pp. 61-67.
• Arduino, P., A. Op den Bosch and E. J. Macari (1997) Geotechnical Triaxial Soil Testing within a Virtual Environment, ASCE Journal of Computing, Vol. 11, No. 1, pp.44-47.
• Macari, E. J., P. Arduino and S. Weihe S., (1997) Implicit Integration of Elasto-Plastic Constitutive Models for Frictional Materials with Highly Non-Linear Hardening Functions, International Journal of Mechanics of Cohesive-Frictional Materials, Vol. 2, pp.1-29.
• Macari, E. J. and P. Arduino, (1995) Overview of `State-of-the Practice’, Modeling of Overconsolidated Clays, Transportation Research Record No 1479 - Engineering Properties and Practices in Overconsolidated Clays, pp.51-60.