Saleeb, A. F.; Chen, W. F.
Nonlinear Hyperelastic (Green) Constitutive Models for Soils. Part I: Theory and Calibration. Part II: Predictions and Comparisons.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
July 1980,
75 p.
Identifying Number(s): CE-STR-80-9
Keywords: Clay soils; Elastic properties; Earthquake engineering; Stress analysis; Finite element analysis; Soil properties; Soil mechanics; Stress strain diagrams
Rafie, S.; Sharma, M. G.
Nonlinear Viscoelastic Behavior of a Cohesive Soil under Uniaxial Loading Conditions.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
September 1980,
98 p.
Keywords: Dynamic response; Computer programs; Earthquake engineering; Loads (Forces); Earthquakes; Soil properties; Rheological properties; Cohesive soils; Creep tests; Cyclic loads
Yegian, M. K.; Vitelli, B. M.
Probabilistic Analysis for Liquefaction.
National Science Foundation, Washington, DC.,
March 1981,
109 p.
Keywords: Saturated soils; Earthquake engineering; Sands; Risk analysis; Earthquakes; Sand boils; Probability theory; Soil dynamics; Soil properties; Liquefaction (Soils); Seismic risk
Kagawa, T.; Mejia, L. H.; Seed, H. B.; Lysmer, J.
TLUSH: A Computer Program for the Three-Dimensional Dynamic Analysis of Earth Dams.
National Science Foundation, Washington, DC.,
September 1981,
118 p.
Identifying Number(s): UCB/EERC-81/14
Keywords: Computer programs; TLUSH computer program; Earthquake engineering; Earth dams; Earthquakes; Computer applications; Soil dynamics; Soil properties; Finite element analysis; Fortran; Fortran 4 programming language; Transfer functions; Stiffness methods
Mejia, L. H.; Seed, H. B.
Three Dimensional Dynamic Response Analysis of Earth Dams.
National Science Foundation, Washington, DC.,
September 1981,
273 p.
Identifying Number(s): UCB/EERC-81/15
Keywords: Dynamic response; Earthquake engineering; Earthquake resistant structures; Plane strain analysis; Earthquakes; Earth dams; Finite element analysis; Soil properties; Dynamic loads; Dynamic structural analysis