curriculum vitae poul v. lade - The Catholic University of America
curriculum vitae poul v. lade - The Catholic University of America
curriculum vitae poul v. lade - The Catholic University of America
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Poul V. Lade - Curriculum Vitae<br />
62. Bopp, P.A., and Lade, P.V., “Effects <strong>of</strong> Initial Density on Soil Instability at High<br />
Pressures,” Journal <strong>of</strong> Geotechnical and Geoenvironmental Engineering, ASCE,<br />
Vol. 123, No. 7, 1997, pp. 671-677.<br />
63. Lade, P.V., Yamamuro, J.A., and Bopp, P.A., “Influence <strong>of</strong> Time Effects on<br />
Instability <strong>of</strong> Granular Materials,” Computers and Geotechnics, Elsevier, Vol. 20,<br />
Nos. 3 & 4, 1997, pp. 179-193.<br />
64. Bopp, P.A., and Lade, P.V., “Membrane Penetration in Granular Materials at High<br />
Pressures,” Geotechnical Testing Journal, ASTM, GTJODJ, Vol. 20, No. 3,<br />
September 1997, pp. 272-278.<br />
65. Lade, P.V., “Modeling the Strengths <strong>of</strong> Engineering Materials in Three Dimensions,”<br />
Mechanics <strong>of</strong> Cohesive-Frictional Materials, Wiley, Vol. 2, 1997, pp. 339-356.<br />
66. Lade, P.V., and Inel, S., “Rotational Kinematic Hardening Model for Sand, Part I.<br />
Concept <strong>of</strong> Rotating Yield and Plastic Potential Surfaces,” Computers and<br />
Geotechnics, Elsevier, Vol. 21, No. 3, 1997, pp. 183-216.<br />
67. Inel, S., and Lade, P.V., “Rotational Kinematic Hardening Model for Sand, Part II.<br />
Characteristic Work Hardening Law and Predictions,” Computers and Geotechnics,<br />
Elsevier, Vol 21, No. 3, 1997, pp. 217-234.<br />
68. Yamamuro, J.A. and Lade, P.V., "Static Liquefaction <strong>of</strong> Very Loose Sands,”<br />
Canadian Geotechnical Journal, Vol. 34, No. 6, Dec. 1997, pp. 905-917.<br />
69. Lade, P.V., and Yamamuro, J.A. “Effects <strong>of</strong> Non-Plastic Fines on Static Liquefaction<br />
<strong>of</strong> Sands,” Canadian Geotechnical Journal, Vol. 34, No. 6, Dec. 1997, pp. 918-928.<br />
70. Lade, P.V., and Liu, C.T. “Experimental Study <strong>of</strong> Drained Creep Behavior <strong>of</strong> Sand,”<br />
Journal <strong>of</strong> Engineering Mechanics, ASCE, Vol. 124, No. 8, 1998, pp. 912-920.<br />
71. Yamamuro, J.A. and Lade, P.V. “Steady State Concepts and Static Liquefaction <strong>of</strong><br />
Silty Sands,” Journal <strong>of</strong> Geotechnical and Geoenvironmental Engineering, ASCE,<br />
Vol. 124, No. 9, 1998, pp. 868-877.<br />
72. Lade, P.V., Liggio, Jr., C.D., and Yamamuro, J.A. “Effects <strong>of</strong> Non-Plastic Fines on<br />
Minimum and Maximum Void ratios <strong>of</strong> Sand,” Geotechnical Testing Journal, ASTM,<br />
GTJODJ, Vol. 21, No. 4, December 1998, pp. 336-347.<br />
73. Yamamuro, J.A. and Lade, P.V. “Experiments and modelling <strong>of</strong> silty sands<br />
susceptible to static liquefaction,” Mechanics <strong>of</strong> Cohesive-Frictional Materials,<br />
Wiley, Vol. 4, No. 6, November 1999, pp.545-564.<br />
74. Lade P.V. and Kirkgard, M.M. “Effects <strong>of</strong> Stress Rotation on Cross-Anisotropic<br />
Behavior <strong>of</strong> Natural K0-Consolidated S<strong>of</strong>t Clay,” Soils and Foundations, Vol. 40, No.<br />
6, December 2000, pp. 93-105.<br />
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