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Showing 1 to 20 of 34 for “"Non-cohesive"”.

  1. 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)

  2. 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)

  3. 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)

  4. Non-cohesive bank migration in meandering rivers and bank accretion in weakly braided rivers

    … rivers whose banks consist wholly, or partly, of non-cohesive bed-material-sized alluvial deposits; such banks are known as composite banks when the near-surface layers consist of fine-grained deposits. The relevant forces and environmental conditions that must be taken into account to quantify …

    uiuc Repository record for Non-cohesive bank migration in meandering rivers and bank accretion in weakly braided rivers (opens in a new tab)

  5. Evolution of a non-cohesive granular bed subject to a succession of erosive turbidity currents

    … was performed to study the evolution of a non-cohesive granular bed subject to a succession of erosive turbidity currents to evaluate the applicability of a proposed interface model that prescribes a relationship between the bed shear stress and the local bed elevation and local bed slope. …

    mit Repository record for Evolution of a non-cohesive granular bed subject to a succession of erosive turbidity currents (opens in a new tab)

  6. Effect of self-stratification on channel flows and boundary layers: a study using direct numerical simulations

    … have helped to differentiate the effect due to cohesive and non-cohesive sediment; but an inherent property of suspended sediment irrespective of being cohesive or non-cohesive is to evolve into a stable stratification, thereby suppressing turbulence in the flow. New insights into inherent …

    uiuc Repository record for Effect of self-stratification on channel flows and boundary layers: a study using direct numerical simulations (opens in a new tab)

  7. Θραύση λιθορρίπτων φραγμάτων λόγω υπερχείλισης: [υπό] Νικολάου Κ. Σφακιανάκη

    … OF THE BREAKING OF A DAM EMBANKMENT COMPOSEDOF NON COHESIVE, GRANULAR MATERIAL. THIS MODEL IS BASED ON THE BED LOAD FORMULA OF SHIELDS, ADAPTED TO THIS PHENOMENON. THE CONDITIONS OF SIMILITUDE ARE ALSOEXAMINED.

    greece Repository record for Θραύση λιθορρίπτων φραγμάτων λόγω υπερχείλισης: [υπό] Νικολάου Κ. Σφακιανάκη (opens in a new tab)

  8. Dynamics of particle clouds related to open-water sediment disposal

    … capture (i.e., "trap") mechanisms, and various cohesive and non-cohesive particles. Particle sizes were scaled to real-world dimensions through the cloud number (Nc), defined as the ratio of the particle settling velocity to the characteristic cloud velocity. An "inverse" integral model was …

    mit Repository record for Dynamics of particle clouds related to open-water sediment disposal (opens in a new tab)

  9. Sediment erosion and deposition within mangrove forests

    … the erosion threshold and rate of natural cohesive sediment collected from a black mangrove habitat. Sediment cores with intact belowground and aboveground biomass were placed in a recirculating channel. Pneumatophores were removed from one side of each core. Each side of the core, with and …

    woods-hole Repository record for Sediment erosion and deposition within mangrove forests (opens in a new tab)

  10. Sediment Erosion and Deposition Within Mangrove Forests

    … the erosion threshold and rate of natural cohesive sediment collected from a black mangrove habitat. Sediment cores with intact belowground and aboveground biomass were placed in a recirculating channel. Pneumatophores were removed from one side of each core. Each side of the core, with and …

    mit Repository record for Sediment Erosion and Deposition Within Mangrove Forests (opens in a new tab)

  11. Extrusion performance and physicochemical characterization of texturized native and chemically modified whey proteins in carbohydrate-containing systems

    … bonds contributed to the formation of hard, non cohesive products, whereas hydrophobic interactions resulted in brittle, less cohesive extrudates. Free amino groups of whey proteins appeared to play an important role in texture formation. An increase in the negative charge of the protein …

    uiuc Repository record for Extrusion performance and physicochemical characterization of texturized native and chemically modified whey proteins in carbohydrate-containing systems (opens in a new tab)

  12. The context-specific roles of a bioturbating crab (Austrohelice crassa) on ecosystem functioning

    … manipulation experiment was conducted in a non-cohesive sand and a cohesive muddy-sand to test the hypothesis that the functional plasticity of Austrohelice among sediment types would be reflected in measures of solute exchange; a proxy for ecosystem functioning. In both habitats, …

    waikato-masters Repository record for The context-specific roles of a bioturbating crab (Austrohelice crassa) on ecosystem functioning (opens in a new tab)

  13. Investigação de efeitos de escoamento 3D e de ondas de vento na aplicação de um modelo de transporte de sedimentos

    … as well as effects due to wave action in of non-cohesive sediments models. In the comparative analyzes 2DH and 3D hydrodynamic models of the SisBaHiA® (Base System of Environmental Hydrodynamics - www.sisbahia.coppe.ufrj.br) was adopted, with the coupling of wave generation and transport …

    brazil-uerj Repository record for Investigação de efeitos de escoamento 3D e de ondas de vento na aplicação de um modelo de transporte de sedimentos (opens in a new tab)

  14. Estabilização de areia com cinza volante e cal; efeito do cimento como aditivo e de brita na mistura

    … to enhance fly ash role the soil chosen was a non-cohesive one - a uniform dune sand - which is not quite suitable for stabilization with cement and not at all with lime. Stabilization effect results from cementation of sand grains by the product from pozzolanic reaction of lime with fly ash in …

    brazil-uerj Repository record for Estabilização de areia com cinza volante e cal; efeito do cimento como aditivo e de brita na mistura (opens in a new tab)

  15. Influence of riparian vegetation on near-bank flow structure and rates of erosion on a large meandering river

    … of roughness along banks composed primarily of non-cohesive sediment vary as bank elevation increases and show a tendency for a dominant length scale of roughness, whereas banks composed of fine-grained silt and clay increase the resistance properties of the banks and promote uniform roughness …

    uiuc Repository record for Influence of riparian vegetation on near-bank flow structure and rates of erosion on a large meandering river (opens in a new tab)

  16. An investigation of the structural capacity of the Alabama Department of Transportation’s standard prestressed precast concrete piles

    … particularly uses them in the coastal regions in non-cohesive soils and where corrosion would be expected from salt or brackish water. ALDOT’s currently listed pile design capacities in their structural design manual (SDM) were found to be lower than those for similar PPCP pile sizes used in …

    alabama Repository record for An investigation of the structural capacity of the Alabama Department of Transportation’s standard prestressed precast concrete piles (opens in a new tab)

  17. Do Muds Sort? Experimental Test of a Hypothesis Key to Understanding Marine Bottom Currents

    … 'sortable silt' hypothesis and states that the non-cohesive, coarse silt in the 10 to 63 µm size range within a deposit can be used as a proxy for paleocurrent velocity. Slow deposition rates on contourites (2−10 cm/kyr) make it difficult to test this hypothesis in the field and few laboratory …

    vt Repository record for Do Muds Sort? Experimental Test of a Hypothesis Key to Understanding Marine Bottom Currents (opens in a new tab)

  18. Characterization and Modeling of Deformable Soils for Tire Performance Simulations

    … presents significant challenges because of its non-linear and complex behavior, which depends on multiple external and internal factors. This thesis focuses on developing a methodology for physics-based modeling of soil for accurate tire performance simulations and its validation. For this …

    vt Repository record for Characterization and Modeling of Deformable Soils for Tire Performance Simulations (opens in a new tab)

  19. Lymph node metastasis in auricular squamous cell carcinoma

    … were enrolled for sentinel lymph node biopsy. None of them were found to have any metastatic spread. One case showed non-viable tumour cells in a lymph node. There was a high incidence of complications (14%) directly related to the sentinel node biopsy procedure. The retrospective analysis …

    glasgow Repository record for Lymph node metastasis in auricular squamous cell carcinoma (opens in a new tab)

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