Wang, L. R. L.; Yeh, Y. H.
Seismic Performance Evaluation of Lifelines.
National Science Foundation, Washington, DC.,
November 1982,
122 p.
Identifying Number(s): LEE-005
Keywords: Field tests; Dynamic response; Ground motion; Earthquake engineering; Communication cables; Pipelines; Lifeline systems; Earthquakes; Soil structure interactions; Soil properties; Pipe joints; Bridges (Structures)
De Alba, P.; Seed, H. B.; Retamal, E.; Seed, R. B.
Residual Strength of Sand from Dam Failure in the Chilean Earthquake of March 3, 1985.
National Science Foundation, Washington, DC.,
September 1987,
50 p.
Identifying Number(s): UCB/EERC-87/11
Keywords: Failure; Performance evaluation; Dams; Earthquakes; Soil properties; La Palma Dam; La Marquesa Dam; Slope; Chile; Stresses; Liquefaction; Motion
Seed, H. B.; Romo, M. P.; Sun, J.; Jaime, A.; Lysmer, J.
Relationships between Soil Conditions and Earthquake Ground Motions in Mexico City in the Earthquake of September 19, 1985.
National Science Foundation, Washington, DC.,
October 1987,
125 p.
Identifying Number(s): UCB/EERC-87/15
Keywords: ; Response; Clay soils; Sites; Earthquakes; Soil properties; Secondary waves; Magnitude; Shaking; Recording instruments; Mexico City; Accelerometers; Motion
Ahmad, S.; Israil, A. S. M.
Dynamic Compliance of Vertically Loaded Strip Foundations in Multilayered Viscoelastic Soils.
National Science Foundation, Washington, DC.,
June 17, 1988,
53 p.
Identifying Number(s): NCEER-88-0017
Keywords: ; Earthquake engineering; Graphs (Charts); Viscoelasticity; Soil dynamics; Soil structure; Rigid foundations; Soil properties; Soil mechanics; Dynamic structural analysis
O'Rourke, T. D.; Lane, P. A.
Liquefaction Hazards and Their Effects on Buried Pipelines.
National Science Foundation, Washington, DC.,
February 1, 1989,
204 p.
Identifying Number(s): NCEER-89-0007
Keywords: ; Underground drains; Soil pressure; Pipelines; Earthquakes; Vibration; Lateral pressure; Graphs (Charts); Soil properties; Displacement; Dynamic loads; Liquefaction
Lee, K. L.; Duncan, J. M.
Landslide of April 25, 1974 on the Mantaro River, Peru.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
January 1975,
81 p.
Keywords: ; Damage; Seismic waves; Dams; Vibration; Peru; Landslides; Soil properties; Earth movements; Hydraulic models; Flooding; Photographs; Soil mechanics; Magnitude; Structures; Forecasting; Warning systems; Predictions; Maps; Disasters; Mantaro River
A-Grivas, D.; Nadeau, G.
Probabilistic Seismic Stability Analysis - A Case Study.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
July 1979,
42 p.
Identifying Number(s): CE-79-1
Keywords: Seismic waves; Seismic surveys; Earthquakes; Earthwork; Probability theory; Soil properties; Slingerlands (New York); Slopes; New York State; Seismic risk
Kopal, D. J.; Zimmie, T. F.
NGI (Norwegian Geotechnical Institute) Direct Simple Shear Tests on Concord Blue Clay.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
December 1979,
108 p.
Keywords: Shear tests; Dynamic response; Earthquake engineering; Earthquakes; Shear properties; Soil properties; Clays; Soil mechanics; Cyclic loads; Concord blue clay
Lee, K. L.; Marcuson, W. F.; Stoke, K. H.; Yokel, F. Y.
Research Needs and Priorities for Geotechnical Earthquake Engineering Applications.
National Science Foundation, Washington, DC. Applied Science and Research Applications.,
January 1978,
158 p.
Keywords: Dynamic response; Dynamic structural analysis; Ground motion; Earthquake engineering; Meetings; Seismic design; Earthquakes; Soil structure interactions; Soil properties; Earth movements; Geotechnical engineering; Liquefaction (Soils); Mathematical models; Seismology; Geophysical surveys; Seismic risk
Chang, T. S.; Tang, P. S.; Lee, C. S.; Hwang, H.
Evaluation of Liquefaction Potential in Memphis and Shelby County.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC.,
August 10, 1990,
190 p.
Keywords: Earthquake damage; Pore pressure; Earthquake engineering; Memphis County (Tennessee); Soil pressure; Earthquakes; Tennessee; Soil properties; Earth movements; Soil mechanics; Shelby County (Tennessee); Computerized simulation; Liquefaction; Seismic waves