NEHRP Clearinghouse

displaying 1 - 10 results in total 16

  • Wer, R.; Dobry, R.
    The Equivalent Number of Cycles of Recorded Accelerograms for Soil Liquefaction Studies.
    National Science Foundation, Washington, DC., April 1982, 142 p.
    Identifying Number(s): CE-82-5
    Keywords: Noncohesive soils; Pore pressure; Earthquake engineering; Sands; Earthquakes; Shear stresses; Soil properties; Liquefaction (Soils); Cyclic loads

  • 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: ; Gravel; Penetration; Tests; Membranes; Pore pressure; Earthquakes; Thickness; Mechanical properties; Triaxial tests; Hydrostatic tests; Consolidation; Cyclic loads; Modulus of elasticity

  • 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: Dynamic response; Shear tests; Pore pressure; Earthquake engineering; Dynamic tests; Earthquakes; Soil dynamics; Silts; Plastic properties; Shear strain; Soil mechanics; Liquefaction

  • 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: ; Ground motion; Pore pressure; Strain rate; Laboratory tests; Soil sampling; Sands; Earthquakes; Strain measurement; Earthquake magnetic; Acceleration; Seismic effects; Shear strain; Vibration dampling; Strain energy release rate; Soil mechanics; Stress-strain relations; Liquefaction; Seismic waves

  • 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: Dynamic response; Stress ratio; Pore pressure; Earthquake engineering; Sands; Earthquakes; Settlement (Structural); Evaluation; Consolidation; Shaking; Shear strain; Soil mechanics; Seismic waves

  • Clough, G. W.; Chameau, J. L.
    Probabilistic and Hazard Analysis for Pore Pressure Increase in Soils Due to Seismic Loading.
    National Science Foundation, Washington, DC., May 1981, 246 p.
    Identifying Number(s): 51
    Keywords: Noncohesive soils; Pore pressure; Earthquake engineering; Earthquakes; Probability theory; Soil dynamics; Soil properties; Cohesive soils; Liquefaction (Soils); Cyclic loads

  • Booker, J. R.; Rahman, M. S.; Seed, H. B.
    GADFLEA - A Computer Program for the Analysis of Pore Pressure Generation and Dissipation During Cyclic or Earthquake Loading.
    National Science Foundation, Washington, D.C., October 1976, 64 p.
    Identifying Number(s): EERC-76-24
    Keywords: Pore pressure; Dissipation; Earthquake engineering; Computer programs; Earthquakes; Soil dynamics; Finite element analysis; Liquefaction (Soils); GADFLEA computer program; Cyclic loads; Liquefaction

  • Sherif, M. A.; Tsuchiya, C.; Ishibashi, I.
    Pore Pressure Rise of Saturated Sands During Cyclic Loading.
    National Science Foundation, Washington, D.C. Research Applied to National Needs., February 1977, 163 p.
    Identifying Number(s): SOIL ENGINEERING RESEARCH-17
    Keywords: Ground motion; Saturated soils; Pore pressure; Earthquake engineering; Sands; Stress analysis; Earthquakes; Earth movements; Liquefaction (Soils); Soil mechanics; Dynamic loads; Liquefaction; Ottawa sand

  • Martin, P. P.; Seed, H. B.
    MASH - A Computer Program for the Non-Linear Analysis of Vertically Propagating Shear Waves in Horizontally Layered Deposits.
    National Science Foundation, Washington, DC., October 1978, 96 p.
    Identifying Number(s): UCB/EERC-78/23
    Keywords: Dynamic response; Computer programming; Pore pressure; User needs; Earthquake engineering; Earthquakes; Operators (Mathematics); Soil dynamics; MASH computer program; Mathematical models; Nonlinear systems

  • Liou, C. P.
    A Numerical Model for Liquefaction in Sand Deposits.
    National Science Foundation, Washington, DC. Engineering and Applied Science., April 1976, 221 p.
    Identifying Number(s): UMEE-76R3
    Keywords: Pore pressure; Earthquake engineering; Sands; Earthquakes; Shear stresses; Soil dynamics; Secondary waves; Earth movements; Liquefaction (Soils); Stress strain diagrams; Liquefaction; Seismic waves