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displaying 1 - 10 results in total 20
Seed, H. B.; Pyke, R.; Martin, G. R.
Effect of Multi-Directional Shaking on Liquefaction of Sands.
National Science Foundation, Washington, D.C., December 1975, 47 p.
Identifying Number(s): EERC-75-41
Keywords: Shear stresses; Triaxial tests; Earthquake engineering; Liquefaction; Shaking; Liquefaction (Soils); Cyclic loads; Sands; EarthquakesSherif, 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: Dynamic loads; Ottawa sand; Earth movements; Ground motion; Earthquake engineering; Pore pressure; Liquefaction; Saturated soils; Liquefaction (Soils); Stress analysis; Sands; Soil mechanics; EarthquakesVinson, T. S.; Czajkowski, R. L.; Li, J. C.
Dynamic Properties of Frozen Cohesionless Soils Under Cyclic Triaxial Loading Conditions. Volume II.
National Science Foundation, Washington, D.C., January 1977, 303 p.
Identifying Number(s): MSU/CE-77/1
Keywords: Dynamic properties; Frozen soils; Silts; Alaska; Earthquake engineering; Earthquakes; Cyclic loads; Noncohesive soils; Permafrost; Sands; Triaxial testsLiou, 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: Stress strain diagrams; Seismic waves; Shear stresses; Earth movements; Earthquake engineering; Secondary waves; Pore pressure; Liquefaction; Soil dynamics; Liquefaction (Soils); Sands; EarthquakesYegian, M. K.; Vitelli, B. M.
Probabilistic Analysis for Liquefaction.
National Science Foundation, Washington, DC., March 1981, 109 p.
Keywords: Probability theory; Risk analysis; Seismic risk; Earthquake engineering; Saturated soils; Soil dynamics; Liquefaction (Soils); Soil properties; Sand boils; Sands; EarthquakesTsai, C. F.; Scott, R.; Steussy, D.
Full-Scale Pile Vibration Tests.
National Science Foundation, Washington, DC., December 1981, 125 p.
Keywords: Dynamic loads; Pile soil interactions; Field tests; Pile structures; Forced vibration; Earthquake engineering; Resonant frequency; Liquefaction (Soils); Pile foundations; Soil properties; Sands; EarthquakesSaada, A. S.; Fries, G.; Ker, C. C.
An Evaluation of Laboratory Testing Techniques in Soil Dynamics.
National Science Foundation, Washington, DC., March 1982, 71 p.
Keywords: Landslides; Ground motion; Earthquake engineering; Clays; Earthquakes; Shear tests; Soil dynamics; Cyclic loads; Test equipment; Sands; Triaxial tests; Soil testsCastro, G.; Enos, J. L.; France, J. W.; Poulos, S. J.
Liquefaction Induced by Cyclic Loading.
National Science Foundation, Washington, DC., March 1982, 358 p.
Keywords: Triaxial tests; Earthquake engineering; Shear stress; Liquefaction (Soils); Cyclic loads; Soil dynamics; Grain size; Sands; EarthquakesWer, 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: Shear stresses; Earthquake engineering; Pore pressure; Liquefaction (Soils); Soil properties; Noncohesive soils; Cyclic loads; Sands; EarthquakesChang, N. Y.; Ko, H. Y.
Effects of Grain Size Distribution on Dynamic Properties and Liquefaction Potential of Granular Soils.
National Science Foundation, Washington, DC., March 1982, 358 p.
Identifying Number(s): ['R82-103', 'GEOTECHNICAL PUB-111']
Keywords: Dynamic properties; Noncohesive soils; Earthquake engineering; Shear modulus; Soil properties; Liquefaction (Soils); Grain size; Cyclic loads; Sands; Triaxial tests