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Showing 1 to 20 of 1102 for “"Cohesive"”.

  1. Sedimentation and Consolidation of cohesive and non-cohesive soils formed under turbulent flows

    … and erosion of mixed soil material (cohesive and non-cohesive). Soil beds formed by sedimentation process of loose particles will be either show a segregated or homogeneous in structure, depending on the depositional environment. These sediments initially undergo self-weight …

    bradford Repository record for Sedimentation and Consolidation of cohesive and non-cohesive soils formed under turbulent flows (opens in a new tab)

  2. Cohesive Subgraph Computation in Graphs

    … graph data. Among them, mining and querying cohesive subgraph structure in massive networks is of great importance for a deeper understanding and better management of such networks. However, the massive graph volume and rapid evolution present huge challenges, which need highly efficient …

    unsw Repository record for Cohesive Subgraph Computation in Graphs (opens in a new tab)

  3. Evaluation of Cohesive Soil Erosion Parameters

    Ph.D.

    buffalo Repository record for Evaluation of Cohesive Soil Erosion Parameters (opens in a new tab)

  4. Dynamic Behavior of Non-Cohesive Embankment Models

    Made available in DSpace on 2014-12-08T23:56:12Z (GMT). No. of bitstreams: 1 6500789.pdf: 19568711 bytes, checksum: e47ebdca6a1df3ec941badaeecbdbb89 (MD5) Previous issue date: 1964

    uiuc Repository record for Dynamic Behavior of Non-Cohesive Embankment Models (opens in a new tab)

  5. Multi-Scale Cohesive Failure Modeling of Heterogeneous Adhesives

    … rubber-toughened adhesives using the multi-scale cohesive framework. We present the effect of several microscopic parameters on the macroscopic failure properties of these adhesives.

    uiuc Repository record for Multi-Scale Cohesive Failure Modeling of Heterogeneous Adhesives (opens in a new tab)

  6. Seismic Stability of Slopes in Sensitive Cohesive Soils

    The use of the field vane shear test for measuring the undrained peak and residual shear strength was also reviewed. A correction factor for use of the vane shear strengths in seismic stability evaluations was proposed. The validity of the proposed correction factor was verified using the Fourth …

    uiuc Repository record for Seismic Stability of Slopes in Sensitive Cohesive Soils (opens in a new tab)

  7. The distribution of pressures through non-cohesive materials

    Made available in DSpace on 2014-09-18T16:05:59Z (GMT). No. of bitstreams: 2 license.txt: 4922 bytes, checksum: 910b249b4beec47e7ab768910c8f966f (MD5) distributionofpr00enge.pdf: 20662701 bytes, checksum: b886c3b4c3fb3e27f11f2c740e7a1f55 (MD5) Previous issue date: 1917

    uiuc Repository record for The distribution of pressures through non-cohesive materials (opens in a new tab)

  8. Effect of water temperature on cohesive soil erosion

    … change, the<br />effect of water temperature on cohesive soil erosion should be explored. The objectives of this study are to: determine the effect of water temperature on the erosion rates of clay; determine how erosion rates vary with clay mineralogy; and, explore the relationship between zeta …

    vt Repository record for Effect of water temperature on cohesive soil erosion (opens in a new tab)

  9. Efficient Computation of Cohesive Subgraphs in Uncertain Bipartite Graphs

    … model, which is the first cohesive subgraph model on uncertain bipartite graphs. To capture the uncertainty of relationships/edges, \eta-degree is adopted to measure the vertex engagement level, which is the largest integer k such that the probability of a vertex having at …

    unsw Repository record for Efficient Computation of Cohesive Subgraphs in Uncertain Bipartite Graphs (opens in a new tab)

  10. Development of a micro-feeder for cohesive pharmaceutical powders

    … below 10 g/h, regardless of their sticky or cohesive nature. To achieve this, the initial micro-feeder design utilised a pneumatic approach with adjustable inserts and a plug to maintain low air velocity, critical for entrainment energy control to ensure consistent and accurate powder …

    strathclyde Repository record for Development of a micro-feeder for cohesive pharmaceutical powders (opens in a new tab)

  11. Analysis of the scratch test for cohesive-frictional materials

    … scratch hardness and strength properties of cohesive-frictional materials of the Mohr-Coulomb and Drucker-Prager type. Based on the lower-bound yield design approach, closed form solutions are derived for frictionless scratch devices, and validated against computational upper bound and …

    mit Repository record for Analysis of the scratch test for cohesive-frictional materials (opens in a new tab)

  12. Rational interpretation of in-situ tests in cohesive soils

    Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1992.

    mit Repository record for Rational interpretation of in-situ tests in cohesive soils (opens in a new tab)

  13. Certain cohesive and adhesive characteristics of thermoplastic high polymers

    Thesis (Sc.D.) Massachusetts Institute of Technology. Dept. of Chemical Engineering, 1947.

    mit Repository record for Certain cohesive and adhesive characteristics of thermoplastic high polymers (opens in a new tab)

  14. Cohesive Zone Modelling of Fiber–Matrix Interface in Composite Materials

    … behaviour. The interface is represented using a Cohesive Zone Model (CZM), enabling accurate computation of interface properties. The model is developed using prior experimental nanoindentation load-displacement curves and demonstrates strong correlation with the same, confirming its validity as …

    embry-riddle Repository record for Cohesive Zone Modelling of Fiber–Matrix Interface in Composite Materials (opens in a new tab)

  15. The Behavior of Pore Water Pressure in Cohesive Subgrade Soils

    … the behavior of pore water pressure in subgrade cohesive soils under Falling Weight Deflectometer (FWD) tests. The deflection of a pavement structure largely depends on the deformation of subgrade soils, which is in turn dependent upon soil stiffness. Soil stiffness can be characterized by the …

    ohiolink Repository record for The Behavior of Pore Water Pressure in Cohesive Subgrade Soils (opens in a new tab)

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