NEHRP Clearinghouse

displaying 1 - 8 results in total 8

  • Grivas, 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: Dynamic response; Ground motion; Bearing capacity; Pressure distribution; Soil Structure interactions; Retaining walls; Soil pressure; Probability density functions; Earthquakes; Soil dynamics; Backfills; Safety

  • Kamiyama, 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: ; Mexico; Ground motion; Regression analysis; Velocity measurement; Earthquake engineering; Sites; Soil pressure; Earthquakes; Comparison; Strains; Magnitude; Displacement; Wave propagation; Mathematical models; Seismology; Accelerometers; United States; Seismic waves

  • 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

  • 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

  • Carter, 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: ; Blasting; Sands; Frequencies; Earthquakes; Vibration; Soil pressure; Soil compacting; Soil mechanics; Shear stress; Liquefaction; Seismic waves

  • 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: Pore pressure; Computer programs; Earthquake engineering; Underground drains; Soil pressure; Earthquakes; Soils; Foundations; LARF computer program; Liquefaction (Soils); Soil stabilization

  • Hwang, H. H. M.; Lee, C. S.
    Probabilistic Evaluation of Liquefaction Potential.
    November 25, 1991, 87 p.
    Keywords: Dynamic response; Earthquake engineering; Memphis County (Tennessee); Soil pressure; Earthquakes; Stochastic analysis; Probability theory; Soil mechanics; Statistical analysis; Shear stress; Nonlinear systems; Liquefaction; Seismic waves

  • Chang, 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: New Madrid Seismic Zone; Dynamic response; Damping; Earthquake engineering; Sands; Soil pressure; Arkansas; Test facilities; Shear properties; Soil tests; Soil properties; Tennessee; Mississippi; Strains; Seismic effects; Soil mechanics; Sediments