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  • Geotechnical Finite Element Analysis
    Original notes by Professor Mike Gunn, South Bank University, London, UK. PDF format files on: Notes on Contimuum Mechanics; Critical State Soil Mechanics; Determination of Critical State Parameters from Laboratory Tests; Pore Pressure Analysis.
    (Added: 2-Nov-2000 Hits: 615 Rating: 8.50 Votes: 4) Rate It
  • Soil Mechanics Spreadsheets
    Some spreadsheet solutions for typical themes in an introductory soil mechanics courses. The files may be downloaded.
    (Added: 2-Nov-2000 Hits: 878 Rating: 3.00 Votes: 1) Rate It
  • A Comparative Study of the Effectiveness of Different Additives on the Expansion Behavior of Clays
    The stabilization of volume changes due to oscillations of the humidity of a clay was studied by using different chemical agents. A clay from the region of Jacarandas, Queretaro in Mexico was used in the study. The experimental study included the evaluation of the main index properties of the soil, along with a characterization of the materials through X-Ray Diffraction.
    (Added: 2-Nov-2000 Hits: 154 Rating: 4.00 Votes: 1) Rate It
  • A Soil Model for the Overconsolidated Region of Clays
    The paper presents an elastoplastic model developed for the overconsolidated region of clays. In the model, the stiffness of the soil is related to its previous history introducing memory points.
    (Added: 2-Nov-2000 Hits: 211 Rating: 0 Votes: 0) Rate It
  • Advanced Soils Testing
    Visit the Advanced Soils Testing page of the WFI web site to see PowerPoint animations of Advanced Soil Strength Tests
    (Added: 2-May-2002 Hits: 157 Rating: 0 Votes: 0) Rate It
  • Consolidation and Desiccation of Soft Soils
    Rational new desiccation theory for modelling the overall consolidation and desiccation process of soft soils was developed that eliminates the shortcoming of exsisting studies. The theory has four main components: consolidation under one-dimensional compression, desiccation under one-dimensional shrinkage, propogation of vertical cracks, and desiccation under three-dimensional shrinkage.
    (Added: 2-Nov-2000 Hits: 232 Rating: 0 Votes: 0) Rate It
  • Consolidation Coefficient and Swelling Potential for the Expansive Soils in Jordan
    Large areas of Amman, the capital of Jordan, are covered with expansive clay soils, which derived mainly from marl, limestone and chert. The swelling and shrinkage potential of these soils caused by mineralogical constituents, and the surrounding environment, create serious problems to different types of construction. In order to determine the consolidation coefficients, swelling potential and Young’s modulus of these soils, the Odometer tests were performed.
    (Added: 6-Feb-2002 Hits: 152 Rating: 0 Votes: 0) Rate It

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