Fundamental Properties of Soils for Complex Dynamic Loadings: Dynamic Constitutive Modeling of Sandy Soils.

Abstract

Constitutive modeling of cohesionless soil for both standard static test conditions and insitu impulsive dynamic load conditions is discussed in this annual report. Predicted laboratory response for several different types of models is evaluated using data from a coordinated testing program. The modeling of insitu soil response to explosive events (CIST and DISC Test) is considered, and the laboratory-derived models are tested for their convenience and accuracy in predicting ground motions. Several important laboratory and insitu phenomena which were not reflected by the model exercises are discussed. Based on the conclusions from this study, testing and modeling requirements for dynamic loading situations are proposed.

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Document Details

Document Type
Technical Report
Publication Date
Apr 01, 1983
Accession Number
ADA131284

Entities

People

  • Douglas H. Merkle
  • Jimmie L. Bratton
  • William C. Dass

Organizations

  • Applied Research Associates (United States)

Tags

Communities of Interest

  • Counter IED
  • Energy and Power Technologies
  • Weapons Technologies

DTIC Thesaurus Topics

  • Bulk Modulus
  • Computers
  • Creep
  • Dynamic Loads
  • Explosives
  • Geometry
  • Measurement
  • Mechanical Properties
  • Mechanics
  • Shear Modulus
  • Shear Stresses
  • Stress Strain Relations
  • Stresses
  • Tensile Strength
  • Test And Evaluation
  • Two Dimensional
  • Wave Propagation

Readers

  • Computational Modeling and Simulation
  • Control Systems Engineering.
  • Geotechnical Engineering.