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
Chang, 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: Noncohesive soils; Earthquake engineering; Sands; Triaxial tests; Soil properties; Liquefaction (Soils); Cyclic loads; Shear modulus; Grain size; Dynamic properties
Saxena, 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: Earthquake engineering; Static tests; Sands; Foundations; Triaxial tests; Consolidation; Cementation; Soil stabilization
Tsai, C. F.; Scott, R.; Steussy, D.
Full-Scale Pile Vibration Tests.
National Science Foundation, Washington, DC.,
December 1981,
125 p.
Keywords: Field tests; Earthquake engineering; Pile structures; Sands; Earthquakes; Pile soil interactions; Soil properties; Pile foundations; Liquefaction (Soils); Forced vibration; Resonant frequency; Dynamic loads
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
Chang, 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: New Madrid Seismic Zone; Dynamic response; Damping; Earthquake engineering; Sands; Soil pressure; Arkansas; Test facilities; Shear properties; Soil tests; Soil properties; Tennessee; Mississippi; Strains; Seismic effects; Soil mechanics; Sediments
Ting, 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: ; Centrifuging; Tests; Theses; Earthquake engineering; Retaining walls; Sands; Graphs (Charts); Numerical analysis; Backfilling; Liquefaction (Soils)
Glaser, 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; Sands; Earthquakes; Soil properties; Earth movements; Displacement; Soil mechanics; Mathematical models; Liquefaction; Seismic waves
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