NEHRP Clearinghouse
displaying 1 - 8 results in total 8
Seed, H. B.; Booker, J. R.
Stabilization of Potentially Liquefiable Sand Deposits Using Gravel Drain Systems.
National Science Foundation, Washington, D.C., April 1976, 65 p.
Identifying Number(s): EERC-76-10
Keywords: Soils; Soil stabilization; Earthquake engineering; Pore pressure; Soil pressure; Liquefaction (Soils); LARF computer program; Computer programs; Foundations; Underground drains; EarthquakesGrivas, D. A.; Vlavianos, V. J.
Conventional and Probabilistic Seismic Safety Analysis of Rigid Retaining Walls.
National Science Foundation, Washington, DC., July 1982, 145 p.
Identifying Number(s): CE-82-7
Keywords: Probability density functions; Bearing capacity; Soil Structure interactions; Retaining walls; Pressure distribution; Ground motion; Backfills; Dynamic response; Safety; Soil pressure; Soil dynamics; EarthquakesO'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: ; Dynamic loads; Vibration; Graphs (Charts); Liquefaction; Soil pressure; Displacement; Soil properties; Pipelines; Underground drains; Earthquakes; Lateral pressureCarter, D. P.; Seed, H. B.
Liquefaction Potential of Sand Deposits under Low Levels of Excitation.
National Science Foundation, Washington, DC., August 1988, 335 p.
Identifying Number(s): UCB/EERC-88/11
Keywords: ; Soil compacting; Seismic waves; Vibration; Blasting; Shear stress; Earthquakes; Liquefaction; Soil pressure; Sands; Soil mechanics; FrequenciesHwang, H. H. M.; Lee, C. S.
Probabilistic Evaluation of Liquefaction Potential.
November 25, 1991, 87 p.
Keywords: Probability theory; Stochastic analysis; Statistical analysis; Seismic waves; Memphis County (Tennessee); Dynamic response; Earthquake engineering; Shear stress; Liquefaction; Soil pressure; Nonlinear systems; Soil mechanics; EarthquakesChang, T. S.; Teh, L. K.; Zhang, Y.
Seismic Characteristics of Sediments in the New Madrid Seismic Zone.
National Science Foundation, Washington, DC., February 1992, 157 p.
Keywords: Mississippi; Strains; New Madrid Seismic Zone; Test facilities; Tennessee; Arkansas; Damping; Shear properties; Dynamic response; Earthquake engineering; Soil pressure; Soil properties; Sands; Seismic effects; Soil mechanics; Sediments; Soil testsKamiyama, M.; O'Rourke, M. J.; Flores-Berrones, R.
Semi-Empirical Analysis of Strong-Motion Peaks in Terms of Seismic Source, Propagation Path and Local Site Conditions.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., September 9, 1992, 168 p.
Identifying Number(s): NCEER-92-0023
Keywords: ; Sites; Seismic waves; Regression analysis; Displacement; Mathematical models; Magnitude; Soil pressure; Strains; Comparison; Mexico; Seismology; United States; Ground motion; Earthquake engineering; Wave propagation; Velocity measurement; Accelerometers; EarthquakesChang, 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: Shelby County (Tennessee); Seismic waves; Computerized simulation; Tennessee; Earth movements; Memphis County (Tennessee); Earthquake damage; Earthquake engineering; Pore pressure; Liquefaction; Soil pressure; Soil properties; Soil mechanics; Earthquakes