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    Dynamic Stress Analysis of Porous Elastic Solids Saturated with Compressible Fluids

    New search for: J. Ghaboussi

    A method is developed for stress analysis of saturated soil structures under dynamic or earthquake loading by idealizing soil as a fluid saturated porous medium and allowing the flow of fluid with respect to solid. This permits realistic evaluation of pore pressures and intergranular stresses in earth structures during earthquakes. There have been many limitations in previous studies of the seismic response of earth dams and banks; with the present method pore pressures and intergranular stresses can be directly evaluated for any given earthquake base motion. This is essential for analysis of stability and liquefaction potential of soil structures, liquefaction being important in earthquake failure of earth dams and banks. (Author)

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    Dynamic Stress Analysis of Porous Elastic Solids Saturated with Compressible Fluids

    New search for: J. Ghaboussi

    A method is developed for stress analysis of saturated soil structures under dynamic or earthquake loading by idealizing soil as a fluid saturated porous medium and allowing the flow of fluid with respect to solid. This permits realistic evaluation of pore pressures and intergranular stresses in earth structures during earthquakes. There have been many limitations in previous studies of the seismic response of earth dams and banks; with the present method pore pressures and intergranular stresses can be directly evaluated for any given earthquake base motion. This is essential for analysis of stability and liquefaction potential of soil structures, liquefaction being important in earthquake failure of earth dams and banks. (Author)

    Access

    Access via TIB
    Check availability in my library

    Dynamic Stress Analysis of Porous Elastic Solids Saturated with Compressible Fluids

    New search for: J. Ghaboussi

    A method is developed for stress analysis of saturated soil structures under dynamic or earthquake loading by idealizing soil as a fluid saturated porous medium and allowing the flow of fluid with respect to solid. This permits realistic evaluation of pore pressures and intergranular stresses in earth structures during earthquakes. There have been many limitations in previous studies of the seismic response of earth dams and banks; with the present method pore pressures and intergranular stresses can be directly evaluated for any given earthquake base motion. This is essential for analysis of stability and liquefaction potential of soil structures, liquefaction being important in earthquake failure of earth dams and banks. (Author)

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    Title:

    Dynamic Stress Analysis of Porous Elastic Solids Saturated with Compressible Fluids

    Contributors:

    J. Ghaboussi (author)

    Publication date:

    1971

    Size:

    108 pages

    Type of media:

    Report

    Type of material:

    No indication

    Language:

    English

    Keywords:

    Soil & Rock Mechanics , Mineral Industries , Soil structure , Earthquakes , Dynamic response , Soil mechanics , Stress analysis , Saturated soils , Pore pressure , Bond stress , Elastic waves , Liquefaction , Theses , Finite element analysis , Earthquake engineering

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