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| Daniel E. Pradel, Ph.D., G.E. |
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| Adjunct Associate Professor |
5732E Boelter Hall
Department of Civil and Environmental Engineering
University of California
Los Angeles, CA 90095-1593
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| dpradel@ucla.edu |
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| Phone: (310) 825-2843 Fax: (310) 206-2222 |
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Archival Journal Articles | Conference Proceedings |
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| 8. | Pradel, D.E., Smith, P.M., Stewart, J.P., and Raad, G. (2005). "Case history of landslide movement during the Northridge earthquake," J. Geotech. & Geoenv. Engrg., ASCE, 131 (11), 1360-1369.
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| 7. | Pradel D.E. (1997), “Procedure to Evaluate Earthquake-Induced Settlements in Dry Sandy Soils”.J. Geotech. & Geoenv. Engrg., ASCE, 124 (4), 364-368 and 124 (10), 1048.
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| 6. | Pradel D. and Raad G. (1993), “Influence of Permeability on Surficial Stability of Homogeneous Slopes”. J. Geotech. Engrg, ASCE, 119 (2), 315-332.
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| 5. | Pradel D., Raad G. and Harter R. (1992), “Hydrocompression Settlement of Deep Fills, Discussion”. J. Geotech. Engrg, ASCE, 118 (6), 954-955.
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| 4. | Lade P.V. and Pradel D. (1990), “Stability and Flow of Granular Materials: Experimental Inves-tigation”. J. Engrg. Mech., ASCE, 116 (11), 2532-2550.
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| 3. | Pradel D. and Lade P.V. (1990), “Stability and Flow of Granular Materials: Analytical Investi-gation”. J. Engrg. Mech., ASCE, 116 (11), 2551-2566.
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| 2. | Pradel D., Ishihara K. and Gutierrez M. (1990), “Yielding and Flow of Sand under Principal Stress Axes Rotation”. Soils and Foundations, 30 (1), 87-99.
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| 1. | Towhata I., Pradel D. and Ishihara K. (1988) “Plasticity Approach to Sand Behavior Under Prin-cipal Stress Axes Rotation”. Micromechanics of Granular Materials, Studies in Applied Mechanics, Vol. 20, 191-200. |
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| 11. | Pradel D. and Carillo R. (2008), “Landslide stabilization using drilled shafts”, Proc. 1st Int. FLAC/DEM Symposium, Minneapolis.
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| 10. | Chiu P., Pradel D. Et al. (2008), “Seismic Response Analyses for the Silicon Valley Rapid Transit Project”, ASCE GSP 181, Geotechnical Earthquake Engineering and Soil Dynamics IV, Sacramento, 1-10.
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| 9. | Pradel D. (2006), “Engineering Implications of Ground Motions on Welded Steel Moment Re-sisting Frame Buildings”. Soil Stress-Strain Behavior, Measurement, Modeling and Analysis, Springer, Roma, 937-947.
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| 8. | Pradel D. (1994), “Active Pressure Distribution in Cohesive Soils”. Proc. of the XXIth Interna-tional Conference of Soil Mechanics and Foundation Engineering, New Delhi, Vol. 2, 795-798.
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| 7. | Pradel D. (1991), “Instability and Plastic Flow of Soils”. ASCE Engineering Mechanics Specialty Conference, Columbus OH, 1174-1178.
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| 6. | Pradel D. and Lade P.V. (1989), “Plastic Flow and Instability of Granular Materials”. Proc. of the IIIrd International Symposium on Numerical Models in Geomechanics, Niagara Falls, 9-16.
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| 5. | Lade P.V. and Pradel D. (1989), “Comparison of Single and Double Hardening Models for Fric-tional Materials”. Proc. of the IIIrd International Symposium on Numerical Models in Geomechanics, Niagara Falls, 147-154.
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| 4. | Pradel D. and Lade P.V. (1989), “Instability of Sand Under Applied Shear Stresses”. Proc. of the XXth International Conference of Soil Mechanics and Foundation Engineering, Rio de Janeiro, 8/18: 743-748.
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| 3. | Pradel D. (1988), “Model with Multiple Mechanisms for Anisotropic Behaviors of Sands”. Proc. of the VIth International Conference on Numerical Methods in Geomechanics, Innsbruck, 503-508.
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| 2. | Pradel D., Ishihara K. and Gutierrez M. (1987), “On Modeling of Inherent Anisotropy of Sands”. Proc. of the XXIIth Japan National Conference on Soil Mechanics and Foundation Engineering, Niigata, 359-362
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| 1. | Pradel D. and Ishihara K. (1987), “Elastoplastic Model for Anisotropic Behavior of Sands”. Proc. of the IInd International Conference on Constitutive Laws for Engineering Mate-rials, Tucson, 631-638. |
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