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: Pore pressure; Earthquake engineering; Sands; Earthquakes; Liquefaction (Soils); Shear strain; Cyclic loads; Seismic loads; Shear modulus; Stress strain diagrams; Liquefaction
Shinozuka, M.; Kawakami, H.
Underground Pipe Damages and Ground Characteristics.
National Science Foundation, Washington, DC. Applied Science and Research Applications.,
June 1977,
17 p.
Keywords: Ground motion; Earthquake engineering; Pipelines; Earthquakes; Water pipes; Tokyo (Japan); Soil dynamics; Earth movements; Shear strain; Subsurface structures; Japan; Seismic waves
Cheng, F. Y.; Mertz, G. E.
Inelastic Seismic Response of Reinforced-Concrete Low-Rise Shear Walls and Building Structures.
National Science Foundation, Washington, DC.,
October 1989,
445 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-89-30
Keywords: Dynamic response; Bend moments; Elastic properties; Earthquake engineering; Earthquake resistant structures; Axial loads; Hysteresis; Graphs (Charts); Shear properties; Walls; Shear strain; Deformation; Dynamic structural analysis
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
Sun, J. I.; Golesorkhi, R.; Seed, H. B.
Dynamic Moduli and Damping Ratios for Cohesive Soils.
National Science Foundation, Washington, DC.,
August 1988,
56 p.
Identifying Number(s): UCB/EERC-88/15
Keywords: ; Dynamic response; Damping; Clay soils; Mudstone; Offshore drilling; Loads (Forces); Graphs (Charts); Earthquakes; Stabilized platforms; Consolidation; Cohesive soils; Void ratio; Shear strain; Soil mechanics; Plasticity; Stresses; Disturbances
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
Shinozuka, M.; Kawakami, H.
Ground Characteristics and Free Field Strains.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
August 1977,
37 p.
Keywords: Ground motion; Elastic properties; Earthquake engineering; Pipelines; Earthquakes; Water supply; Tokyo (Japan); Soil properties; Earth movements; Shear strain; Soil mechanics; Subsurface structures; Japan
Yokel, F. Y.
Effect of Subsurface Conditions on Earthquake Ground Motions.
January 1993,
100 p.
Identifying Number(s): NISTIR-4769
Keywords: Dynamic response; Spectra analysis; Earthquake engineering; Soil profiles; Earthquakes; Oakland (California); Soil properties; Loma Prieta Earthquake; Earth movements; Wave propagation; Shear strain; Mathematical models; Seismic waves
Idriss, I. M.
Assessment of Site Response Analysis Procedures.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD.,
July 1993,
156 p.
Keywords: Seismic response; San Francisco (California); Soil-structure interactions; Yerba Buena Island; Site characterization; Soil dynamics; Seismic velocity; San Francisco Airport; Soil mechanics; Shear strain; Ground motion; Treasure Island Naval Station; Loma Prieta Earthquake; Seismic effects; Spectrum analysis; Shear waves; California; Subsurface investigations; Seismic waves; Seismographs; Shear stress; Accelerometers; Seismological station
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