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Showing 1 to 20 of 151 for “"Mohr"”.

  1. Molekulare Ursachen des Mohr-Tranebjaerg-Syndromes

    The molecular basis of the Mohr-Tranebjaerg syndrome: A structural and functional analysis of the proteins DDP1 and Tim13 Mohr-Tranebjaerg syndrome is a mitochondrial disorder caused by a defects in the biogenesis of the human TIM23 translocase Tim8 and Tim13 of yeast belong to a family of …

    lmu-germany Repository record for Molekulare Ursachen des Mohr-Tranebjaerg-Syndromes (opens in a new tab)

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

    … 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 back-analysed by the BRICK model using the 3D FEM, representing the advanced soil model. The …

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

  3. An investigation into the failure of neat cement cylinders under independently controlled confining pressure, pore pressure, and axial force

    … specimen occurred. The results indicated that Mohr's Theory by no means begins to explain the complex nature of the failure of the material. An envelope of failure was defined by the circles of stress; however, the failure angles indicated by Mohr's graphical solution did not compare well with …

    rice Repository record for An investigation into the failure of neat cement cylinders under independently controlled confining pressure, pore pressure, and axial force (opens in a new tab)

  4. Strength of non-persistent rock joints

    … and tension failure between the joint rows). The Mohr-Coulomb shear criterion is suitable for predicting failure along the joints; but failure by stepping needs another approach, which takes into account the failure in tension. The Mohr-Coulomb criterion in conjunction with the proposed expression …

    uiuc Repository record for Strength of non-persistent rock joints (opens in a new tab)

  5. Two-Dimensional Analysis of Water-Filled Geomembrane Tubes Used as Temporary Flood-Fighting Devices

    … built-in soil models are used: elastic and Mohr-Coulomb. The Mohr-Coulomb model is used in all the cases except the preliminary analyses, in which the elastic soil model is used. The Mohr-Coulomb soil model is able to model the soil's nonlinear stress-strain and path-dependent deformation …

    vt Repository record for Two-Dimensional Analysis of Water-Filled Geomembrane Tubes Used as Temporary Flood-Fighting Devices (opens in a new tab)

  6. Problemas de estado de equilíbrio limite nos solos: seu estudo e sua programação

    … soils of the theory of plasticity based on the Mohr-Coulomb failure criterium. Follows the study of the limit equilibrium for granular media, according to Sokolovskii's theory, specially the bearing capacity problem. Finally a computer program in FORTRAN LANGUAGE to calculate the stress …

    brazil-uerj Repository record for Problemas de estado de equilíbrio limite nos solos: seu estudo e sua programação (opens in a new tab)

  7. Shear and normal stresses in uniaxial compaction.

    … The data obtained was presented in the form of Mohr circles, stress pathways (shear-mean compaction stress planes) and a three dimensional representation in mean compaction stress, shear stress and volume change. The yield loci evaluated from Mohr circles and shear-mean compaction stress …

    bradford Repository record for Shear and normal stresses in uniaxial compaction. (opens in a new tab)

  8. Lower-bound shakedown analysis of pavements by using the interior point method

    … As yield conditions, the rounded Mohr-Coulomb, Tresca and von Mises yield criteria are used, assuming associated flow rules. The proposed numerical method is based on finite elements and the inherent optimization problem to determine the shakedown factors is solved with the …

    aachen Repository record for Lower-bound shakedown analysis of pavements by using the interior point method (opens in a new tab)

  9. Shear and normal stresses in uniaxial compaction.

    … The data obtained was presented in the form of Mohr circles, stress pathways (shear-mean compaction stress planes) and a three dimensional representation in mean compaction stress, shear stress and volume change. The yield loci evaluated from Mohr circles and shear-mean compaction stress …

    bradford Repository record for Shear and normal stresses in uniaxial compaction. (opens in a new tab)

  10. A finite element analysis of the pullout capacity of suction caissons in clay

    … finite element program Plaxis is used and a Mohr-Coulomb model is assumed for the soil. Comparisons are presented between the results of this study, the theoretical Mohr-Coulomb model predictions and other finite element analysis found in the research for undrained and drained loading.

    mit Repository record for A finite element analysis of the pullout capacity of suction caissons in clay (opens in a new tab)

  11. Clinical decision-making and client sexual orientation

    … beliefs about gay men and bisexual people (Mohr et al., 2009; Mohr et al., 2013). The present study used a 2 (Client Presenting Problem: Depression or Sexual Trauma) by 3 (Client Sexual Orientation: Asexual; Lesbian; Heterosexual) factorial design. Licensed mental health clinicians (N =140) …

    ballstate-thes Repository record for Clinical decision-making and client sexual orientation (opens in a new tab)

  12. Análise de estruturas no estado plano de tensões e deformações com materiais elásticos, ortótropos e não lineares

    … colapse of the structure, assuming the Coulomb-Mohr covering for compression and the maximum stress criterion for tension stresses.

    brazil-uerj Repository record for Análise de estruturas no estado plano de tensões e deformações com materiais elásticos, ortótropos e não lineares (opens in a new tab)

  13. Finite deformation of particulate geomaterials: frictional and anisotropic Critical State elasto-plasticity

    … geometrically non-linear behaviour. The Mohr-Coulomb and modified Cam-clay constitutive models have both been examined and extended to provide greater realism. Findings from this thesis will interest engineers working in numerical methods in solid mechanics, along with those investigating …

    durham Repository record for Finite deformation of particulate geomaterials: frictional and anisotropic Critical State elasto-plasticity (opens in a new tab)

  14. Time integration schemes for piecewise linear plasticity

    … isotropic material behavior. Both the Tresca and Mohr-Coulomb yield surfaces with perfectly plastic and linear hardening rules are considered in detail. The algorithm has the advantage of being fully linked to the governing principles and avoids the inherent problems associated with corners on the …

    cape-town Repository record for Time integration schemes for piecewise linear plasticity (opens in a new tab)

  15. A study of x-ray substructure in rich clusters of galaxies

    … used are: the 'center shift' method developed by Mohr et al., the 'moment' method developed by Buote & Tsai and a wavelet analysis developed by Starck et al. Models were then created to check the significance of our findings. The conclusions reached were that substructure and cooling flows are …

    unlv Repository record for A study of x-ray substructure in rich clusters of galaxies (opens in a new tab)

  16. Application of lower bound limit analysis with second-order cone programming for plane strain and axisymmetric geomechanics problems

    … is established. For the axisymmetric case, the Mohr-Coulomb yield criterion is formulated as a set of second-order cones, which gives rise to a second-order programming problem, which provides computationally more efficient method for numerical lower bound limit analyses of an axisymmetric …

    nus Repository record for Application of lower bound limit analysis with second-order cone programming for plane strain and axisymmetric geomechanics problems (opens in a new tab)

  17. Mechanics of interseam failure in multiple horizon mining

    … studied using the finite element method and the Mohr-Coulomb failure criteria. Critical failure surfaces obtained from the computer analysis were analyzed for columnized and staggered pillars in room and pillar mining with the columnized pillars favored over the staggered ones.

    vt Repository record for Mechanics of interseam failure in multiple horizon mining (opens in a new tab)

  18. Stress-density relationships for an agricultural soil

    … used to evaluate the soil parameters under the Mohr-Coulomb failure criteria. Furthermore, the influence of the initial soil density on the soil behavior was evaluated and subsequently compared to the results of a similar study conducted under a different initial density.

    vt Repository record for Stress-density relationships for an agricultural soil (opens in a new tab)

  19. Negative skin friction on single piles in clay subjected to direct and indirect loading

    … material with a yield function defined by the Mohr-Coulomb equation. The results of the numerical model compared well with the field data. A parametric study is presented to show the influence of various parameters on the location of neutral plane. It has been found that the level of direct …

    concordia Repository record for Negative skin friction on single piles in clay subjected to direct and indirect loading (opens in a new tab)

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