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Showing 1 to 20 of 143 for “"Effective Stress"”.

  1. Effective stress-strength behavior of cemented soils

    Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1965.

    mit Repository record for Effective stress-strength behavior of cemented soils (opens in a new tab)

  2. EFFECTIVE STRESS RANDOM FINITE ELEMENT ANALYSIS OF CEMENT-TREATED CLAY GROUND

    This study dealt with the random behavior of cement-admixed soil. In this thesis, an advanced constitutive model for cement-admixed soil was firstly incorporated in finite element program. Then the numerical model was recalibrated and validated using cell test results. Parametric studies were …

    nus Repository record for EFFECTIVE STRESS RANDOM FINITE ELEMENT ANALYSIS OF CEMENT-TREATED CLAY GROUND (opens in a new tab)

  3. The effective stress shear parameters of a clay stabilized with lime

    Thesis (B.S.)--Massachusetts Institute of Technology, Dept. of Chemical Engineering, 1961.

    mit Repository record for The effective stress shear parameters of a clay stabilized with lime (opens in a new tab)

  4. Re-analysis of deep excavation collapse using a generalized effective stress soil model

    … and Lower Marine Clay units using a generalized effective stress soil model, MIT-E3, with input parameters calibrated using laboratory test data obtained as part of the post-failure site investigation. The model predictions are evaluated through comparisons with monitoring data and through …

    mit Repository record for Re-analysis of deep excavation collapse using a generalized effective stress soil model (opens in a new tab)

  5. Implementation and evaluation of a recently developed rate-dependent effective stress soil model 'MIT-SR'

    … The results show that that disturbances of the stress field play a vital role in the interpretation undrained shear strength. For the FDPM case, using the same expansion rate, the disturbed NC RBBC can have as low as 40% of the undrained shear strength of the undisturbed NC RBBC. In contrast, …

    mit Repository record for Implementation and evaluation of a recently developed rate-dependent effective stress soil model 'MIT-SR' (opens in a new tab)

  6. Modeling the relation between suction, effective stress and shear strength in partially saturated granular media

    … characteristics) of soils are related to soil's "effective stress", i.e. the stress carried by the solid matrix. The remaining stress is carried by the pore fluid in the form of pore pressure. In unsaturated soils, the coexistence of water and air results in negative pore pressure, which are …

    mit Repository record for Modeling the relation between suction, effective stress and shear strength in partially saturated granular media (opens in a new tab)

  7. The relationship of the effective stress-strain behavior of a saturated clay to the rate of strain

    Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1963.

    mit Repository record for The relationship of the effective stress-strain behavior of a saturated clay to the rate of strain (opens in a new tab)

  8. Laboratory Self-Weight Consolidation Testing of Dredged Material Analyzed Using a One-Dimensional Finite Strain Consolidation Method

    … a complete relationship between void ratio and effective stress for all expected void ratios in a dredged layer, which can be determined from laboratory testing. The United States Army Corps of Engineers (USACE) suggests using a self-weight consolidation test apparatus to obtain void …

    kennesaw Repository record for Laboratory Self-Weight Consolidation Testing of Dredged Material Analyzed Using a One-Dimensional Finite Strain Consolidation Method (opens in a new tab)

  9. Cyclic deformation of a clay

    … deformation. The effects of strain amplitude and stress history on the peak shear stresses, the mean effective stress and the specific damping energy were investigated. Mean effective stress, which showed negligible cyclic variation, decreased progressively during dynamic loading except that for …

    auckland-ms Repository record for Cyclic deformation of a clay (opens in a new tab)

  10. Pore pressure, and the interdependency between lithology, porosity, and acoustic log response targeting the Vaca Muerta Formation

    … a modified Bowers approach. This method uses an effective stress approach, where compressional velocity data is related to effective stress (overburden minus pore pressure) using a modified Bowers set of equations. In an effort to further reduce model mismatch, Bowers' original equations are …

    colo-mines Repository record for Pore pressure, and the interdependency between lithology, porosity, and acoustic log response targeting the Vaca Muerta Formation (opens in a new tab)

  11. Compressibilidade unidimensional da argila cinza do Rio de Janeiro em Botafogo

    … of the volumetric compressibility versus effective stress logarithm from the data of the strain-effective stress logarithm curve. Such a method renders it simpler a theoretical prediction of the curve revealing the degree of sample disturbance and permitting the estimate of the …

    brazil-uerj Repository record for Compressibilidade unidimensional da argila cinza do Rio de Janeiro em Botafogo (opens in a new tab)

  12. Micromechanics-Based Analysis of Fiber-Reinforced Laminated Composites

    … using a micromechanical model to yield the effective stress-strain response of a unidirectional lamina. At the top level, a three-dimensional lamination scheme is employed which assembles the laminae within a sublaminate, and delivers the effective stress-strain response of the sublaminate. …

    uiuc Repository record for Micromechanics-Based Analysis of Fiber-Reinforced Laminated Composites (opens in a new tab)

  13. Determinação experimental, para solos residuais saturados, da variação dos parâmetros de resistência com a deformação axial

    … into the D component (depending on the normal effective stress) and the I component (independent of normal effective stress), which are new definitions of friction strength and cohesion, respectively. Both components are defined according to changes in intergranular stresses, the structure of …

    brazil-uerj Repository record for Determinação experimental, para solos residuais saturados, da variação dos parâmetros de resistência com a deformação axial (opens in a new tab)

  14. Effective and total stress strength interpretation for silts

    … that control the strength parameters of silts. Effective and total stress strength interpretation were done on the test results. The effective stress friction angle were evaluated using the CU triaxial test results. Undrained strength parameters were determined from the CU and UU triaxial test …

    vt Repository record for Effective and total stress strength interpretation for silts (opens in a new tab)

  15. Stability of Embankment Dams Following Reservoir Drawdown

    Empirical relationships for the undrained and effective stress shear strength parameters were established in the present study based on soil plasticity through the results of the laboratory-testing program and stability analyses for 11 embankment dams.

    uiuc Repository record for Stability of Embankment Dams Following Reservoir Drawdown (opens in a new tab)

  16. Finite element analysis of elastic-plastic anisotropic soils

    Elastic-plastic stress·strain models are developed for initially anisotropic soils. The models are developed for both total stress (undrained) analyses and for effective stress (drained) analyses. For anlsotroplc undralned coheslve soils under monotonic loading an elastic-plastic …

    vt Repository record for Finite element analysis of elastic-plastic anisotropic soils (opens in a new tab)

  17. Drumlins in North Dakota

    … been developed. Internal pore-water pressure, effective stress (intergranular stress on the sediment), load pressure of the overlying ice, and permeability of the sediment are taken into consideration. Shear strength of the sediment is a function of effective stress. High pore-water pressure …

    nodak Repository record for Drumlins in North Dakota (opens in a new tab)

  18. Photoporomechanics: a new technique to explore grain-scale mechanisms for fluid-driven fractures in granular media

    … experimental technique to quantify the internal stresses within solid bodies for decades, providing numerous microscopic observations in assemblies of circular disks, including contact forces, force-chain lengths and orientations, that are essential for gaining a deeper understanding of the …

    mit Repository record for Photoporomechanics: a new technique to explore grain-scale mechanisms for fluid-driven fractures in granular media (opens in a new tab)

  19. Experimental database, analysis and design of noncompact and slender concrete-filled steel tube (CFT) members

    … (conducted using the benchmarked FEM model). Effective stress-strain curves for the steel tube and concrete infill are also developed. The validation of these effective stress-strain curves are confirmed by implementing them in a benchmarked nonlinear fiber analysis based macro model</p>

    purdue-thes Repository record for Experimental database, analysis and design of noncompact and slender concrete-filled steel tube (CFT) members (opens in a new tab)

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