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Showing 1 to 7 of 7 for “"pore pressure response"”.

  1. Pore Pressure Response and Ground Displacements in Chicago Clay During Tunneling and Over Long Term

    … dissipation rate of excavation-related excess pore pressure and thereby the rate of consolidation and (b) decreased both rate and magnitude of consolidation due to drainage into the tunnel.

    uiuc Repository record for Pore Pressure Response and Ground Displacements in Chicago Clay During Tunneling and Over Long Term (opens in a new tab)

  2. Seismic site response analysis and extraction of dynamic soil behavior and pore pressure response from downhole array measurements

    Seismic site response analysis is commonly used to predict ground response due to local soil effects. Advancements in the knowledge of shear-induced excess pore pressure generation has led to the development and implementation of pore pressure response models for site response analysis with …

    uiuc Repository record for Seismic site response analysis and extraction of dynamic soil behavior and pore pressure response from downhole array measurements (opens in a new tab)

  3. Modeling of pore pressure propagation and dissipation in compressible porous media

    … phenomena associated with the propagation of pore water pressure in high plasticity clays. Specifically, it addresses the pore pressure response in areas subjected to sudden increases in pore water pressure at their top boundary. The main applications of this research would be the study of …

    texas Repository record for Modeling of pore pressure propagation and dissipation in compressible porous media (opens in a new tab)

  4. One-dimensional site response analyses in potentially liquefiable soil profiles

    … methods. Focusing on onedimensional site response of a soil column, this thesis validated a soil constitutive model using in-situ pore pressure measurements and then assessed the influence of input ground motion characteristics on soil column response using traditional and newly developed …

    auckland-ms Repository record for One-dimensional site response analyses in potentially liquefiable soil profiles (opens in a new tab)

  5. Physical Modelling of Instability in Granular Soils and Tsunami Hazards Associated with Coastal Slope Failures

    … to quantify the constitutive behaviour and pore pressure response of loosely placed sand leading up to and during instability. Multiple instability events were observed in the dry specimen whereas a single instability event at lower inclinations occurred for submerged samples at the same …

    queens Repository record for Physical Modelling of Instability in Granular Soils and Tsunami Hazards Associated with Coastal Slope Failures (opens in a new tab)

  6. An experimental and analytic study of earth loads on rigid retaining walls

    … made using a compaction- induced lateral earth pressure theory and a vertical shear force theory. The compaction-induced lateral earth pressure theory was revised from a previous theory. The revisions improved the accuracy with which the theory models the hysteretic stress behavior of the …

    vt Repository record for An experimental and analytic study of earth loads on rigid retaining walls (opens in a new tab)

  7. Modelling the impact of total stress changes on groundwater flow

    … of a salt tailings pile. Total stress and pore-pressure data observed at the Lanigan and Rocanville potash-mine sites were used to assist the development of a generic FEMWATER model. The original 3-D mesh considered for model study covers a region of 7.6 km x 7.6 km x 60 m. The simulated …

    sask Repository record for Modelling the impact of total stress changes on groundwater flow (opens in a new tab)