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Showing 1 to 7 of 7 for “"Soil constitutive model"”.

  1. Numerical simulations of site response and seismic settlements at Kashiwazaki-Kariwa Nuclear Power Plant, Japan

    … fire. This study focuses on three-dimensional, soil-porewater pressure coupled numerical modeling of multi-directional shear and volumetric response of Service Hall free-field site and Arahama Site on which the reactor and turbine buildings, as well as the transformer house are located using a …

    uiuc Repository record for Numerical simulations of site response and seismic settlements at Kashiwazaki-Kariwa Nuclear Power Plant, Japan (opens in a new tab)

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

    The seismic performance of soil profiles with potentially liquefiable deposits is a complex phenomenon that requires a thorough understanding of the soil properties and ground motion characteristics. The limitations of simplified liquefaction assessment methods have prompted an increase in the use …

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

  3. Application of new observational method on deep excavation retaining wall design in London Clay

    … by the numerical analysis with the adopted soil constitutive models. Three Crossrail excavation cases are back-analysed by the Mohr-Coulomb model using FEMs from Pseudo-FEM to 2D and 3D FEMs. The Crossrail Tottenham Court Road Station, Western Ticket Hall deep box excavation is also …

    cambridge Repository record for Application of new observational method on deep excavation retaining wall design in London Clay (opens in a new tab)

  4. An Innovative Design for a Separate Sewer System

    … new design have been tested using mathematical modelling, finite element (FE) and computational fluid dynamic modelling (CFD), validated by experimental testing. The results have been compared with the performance of conventional manholes. Testing of the new manhole when buried in soil revealed …

    liverpool-jm Repository record for An Innovative Design for a Separate Sewer System (opens in a new tab)

  5. Pore-water pressure accumulation under dynamic loadings

    … loose sandy tailings were used to calibrate the soil constitutive model under low applied vertical stress conditions. The seismically induced pore-water pressures calculated from the numerical analysis are compared with previous analytical methods to how that empirical correlations can be used …

    uiuc Repository record for Pore-water pressure accumulation under dynamic loadings (opens in a new tab)

  6. Geosynthetic Reinforced Soil: Numerical and Mathematical Analysis of Laboratory Triaxial Compression Tests

    Geosynthetic reinforced soil (GRS) is a soil improvement technology in which closely spaced horizontal layers of geosynthetic are embedded in a soil mass to provide lateral support and increase strength. GRS is popular due to a relatively new application for bridge support, as well as long-standing …

    vt Repository record for Geosynthetic Reinforced Soil: Numerical and Mathematical Analysis of Laboratory Triaxial Compression Tests (opens in a new tab)