NEHRP Clearinghouse

displaying 11 - 16 results in total 16

  • Tokimatsu, K.; Seed, H. B.
    Simplified Procedures for the Evaluation of Settlements in Sands Due to Earthquake Shaking.
    National Science Foundation, Washington, DC., October 1984, 48 p.
    Identifying Number(s): UCB/EERC-84/16
    Keywords: Evaluation; Consolidation; Stress ratio; Seismic waves; Settlement (Structural); Shear strain; Dynamic response; Earthquake engineering; Pore pressure; Shaking; Sands; Soil mechanics; Earthquakes

  • Evans, M. D.; Seed, H. B.
    Undrained Cyclic Triaxial Testing of Gravels - The Effect of Membrane Compliance.
    National Science Foundation, Washington, DC., July 1987, 437 p.
    Identifying Number(s): UCB/EERC-87/08
    Keywords: ; Consolidation; Gravel; Thickness; Triaxial tests; Mechanical properties; Membranes; Pore pressure; Cyclic loads; Penetration; Hydrostatic tests; Modulus of elasticity; Tests; Earthquakes

  • Walker, A. J.; Stewart, H. E.
    Cyclic Undrained Behavior of Nonplastic and Low Plasticity Silts.
    National Science Foundation, Washington, DC., July 26, 1989, 207 p.
    Identifying Number(s): NCEER-89-0035
    Keywords: Silts; Dynamic tests; Plastic properties; Earthquake engineering; Dynamic response; Shear strain; Liquefaction; Pore pressure; Soil dynamics; Shear tests; Soil mechanics; Earthquakes

  • Dobry, R.; Ladd, R. S.; Yokel, F. Y.; Chung, R. M.; Powell, D.
    Prediction of Pore Water Pressure Buildup and Liquefaction of Sands during Earthquakes by the Cyclic Strain Method.
    July 1982, 176 p.
    Identifying Number(s): NBS-BSS-138
    Keywords: Stress strain diagrams; Seismic loads; Shear strain; Earthquake engineering; Pore pressure; Liquefaction; Shear modulus; Liquefaction (Soils); Cyclic loads; Sands; Earthquakes

  • 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: 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

  • Ostadan, F.; Deng, N.; Arango, I.
    Energy-Based Method for Liquefaction Potential Evaluation. Phase 1. Feasibility Study.
    National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., August 1996, 274 p.
    Identifying Number(s): NIST/GCR-96/701
    Keywords: ; Stress-strain relations; Seismic waves; Strain rate; Liquefaction; Laboratory tests; Strain energy release rate; Shear strain; Soil sampling; Acceleration; Sands; Soil mechanics; Earthquake magnetic; Vibration dampling; Strain measurement; Pore pressure; Seismic effects; Ground motion; Earthquakes