NEHRP Clearinghouse
displaying 11 - 20 results in total 20
Castro, G.; Shields, D. R.; France, J. W.
Field Index Test for Estimating Liquefaction Potential.
National Science Foundation, Washington, DC. Div. of Industrial Science and Technological Innovation., March 31, 1982, 64 p.
Keywords: Deformations; Pressure; Shear stress; Liquefaction; Soil dynamics; Soil liquefaction; Feasibility; Sands; EarthquakesTokimatsu, 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; EarthquakesSaxena, S. K.; Reddy, R. K.
Mechanical Behavior of Cemented Sands.
National Science Foundation, Washington, DC. Directorate for Engineering., June 1987, 189 p.
Identifying Number(s): IIT-CE-8701
Keywords: Consolidation; Cementation; Soil stabilization; Static tests; Earthquake engineering; Foundations; Sands; Triaxial testsCarter, 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: ; Soil compacting; Seismic waves; Vibration; Blasting; Shear stress; Earthquakes; Liquefaction; Soil pressure; Sands; Soil mechanics; FrequenciesNicholson, P. G.; Seed, R. B.; Anwar, H.
Measurement and Elimination of Membrane Compliance Effects in Undrained Triaxial Testing.
National Science Foundation, Washington, DC., December 1989, 300 p.
Identifying Number(s): UCB/EERC-89/10
Keywords: Strains; Gravel; Membrane compliance effects; Earthquake engineering; Porous materials; Liquefaction; Membranes; Soil properties; Modulus of elasticity; Sands; Soil mechanics; Soil testsChang, 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: Mississippi; Strains; New Madrid Seismic Zone; Test facilities; Tennessee; Arkansas; Damping; Shear properties; Dynamic response; Earthquake engineering; Soil pressure; Soil properties; Sands; Seismic effects; Soil mechanics; Sediments; Soil testsTing, N. H.; Whitman, R. V.
Dynamic Centrifuge Testing of a Tilting Retaining Wall with Saturated Backfill. 2. Analysis and Interpretation of Results.
National Science Foundation, Washington, DC. Directorate for Engineering., May 1993, 476 p.
Identifying Number(s): MIT-CE-R93-13
Keywords: ; Numerical analysis; Centrifuging; Tests; Retaining walls; Graphs (Charts); Earthquake engineering; Theses; Liquefaction (Soils); Backfilling; SandsDobry, 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; EarthquakesOstadan, 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; EarthquakesGlaser, S. D.
Estimating In situ Liquefaction Potential and Permanent Ground Displacements Due to Liquefaction for the Siting of Lifelines.
March 1993, 108 p.
Identifying Number(s): NISTIR-5150
Keywords: ; Earthquake resistant structures; Seismic waves; Mathematical models; Earth movements; Liquefaction; Displacement; Soil properties; Sands; Soil mechanics; Earthquakes