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  • 1
    Electronic Resource
    Electronic Resource
    s.l. ; Stafa-Zurich, Switzerland
    Advanced materials research Vol. 33-37 (Mar. 2008), p. 1129-1134 
    ISSN: 1662-8985
    Source: Scientific.Net: Materials Science & Technology / Trans Tech Publications Archiv 1984-2008
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: This paper is mainly concerned with the saturated-unsaturated seepage analysis of earthdams based on unsaturated soil theory and the stability analysis of earth dams based on conceptionof slices. At first, beginning basic seepage theory, thesis introduce the saturated-unsaturated andsteady-unsteady seepage differential equation of porous media and the FEM regarding hydraulicpressure head as basic unknown quantity. Then considering the shear strength of unsaturated soil,the method of analysis of general limit equilibrium has been approved and it can be used in theanalysis of the stability of saturated-unsaturated slopes. Through an example it is respectivelydiscussed effects of seepage flow when water head is changed in earth dam and the effects ofpercolation in the stability of the earth dam slope. Some helpful conclusions are gained. This can bemaking the best of the tow methods and the results can be used in engineering for reference
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    s.l. ; Stafa-Zurich, Switzerland
    Key engineering materials Vol. 274-276 (Oct. 2004), p. 241-246 
    ISSN: 1013-9826
    Source: Scientific.Net: Materials Science & Technology / Trans Tech Publications Archiv 1984-2008
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Type of Medium: Electronic Resource
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  • 3
    Electronic Resource
    Electronic Resource
    s.l. ; Stafa-Zurich, Switzerland
    Key engineering materials Vol. 340-341 (June 2007), p. 1279-1284 
    ISSN: 1013-9826
    Source: Scientific.Net: Materials Science & Technology / Trans Tech Publications Archiv 1984-2008
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Analysis of dynamic behavior of soil-structure interaction (SSI) is a complicated problemdue to the complexities of soil behaviors and dynamic analysis. It is difficult to solve SSI withanalytical methods. However, numerical methods with highly developed computer technique areefficient. Based on the advanced nonlinear finite element analysis software MSC.Marc, SSI on loessground is studied. An approach for the application of MSC.Marc in SSI analysis is presented and anexample is given. Hyperbolic soil constitutive relationship and viscous boundary conditions areadopted in the soil model. Moreover, contact between the embedded columns and the adjacent soilis considered. Response spectrum analysis of the result is carried out. Some conclusions about theseismic response of soil-structure system under different soil stiffness and different soil-layerthickness conditions are given. A new way of analyzing SSI for loess ground is provided
    Type of Medium: Electronic Resource
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  • 4
    Publication Date: 2013-01-01
    Print ISSN: 0167-577X
    Electronic ISSN: 1873-4979
    Topics: Chemistry and Pharmacology , Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Published by Elsevier
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  • 5
    Publication Date: 2019-06-28
    Description: Regardless of our understanding of the complicated physical process, means can always be found to alter the occurrence and development of unsteady separation. To be able to optimize the control of separation, however, requires the identification of the critical aspects to which the intervention may be focused and achieve the desired result with minimum waste of effort. The Lagrangian analysis of unsteady boundary-layer traces the trajectories of individual fluid particles and reveals the 'bad seeds' that, through extreme deformation in the direction normal to the wall, eventually develop into a virtual barrier and cause the ejection of boundary-layer material into the main stream. It follows logically that separation can be triggered or delayed most effectively by targeting these 'bad seeds.' Since they are normally interior points of the boundary layer, attempts to influence them through the boundary conditions are necessarily indirect. Furthermore, as the strategy has to be the modification of the growing process of the 'bad seeds,' whatever may be the intervention scheme, it needs to be strong enough and early enough. In Shen and Wu, examples of how acceleration/deceleration of the two dimensional body, as well as the moving wall of a rotating cylinder, may affect the development of the bad seed toward separation are shown. In fact it was mentioned therein that the results might be the first step for a feasibility study of the control of unsteady separation. Presented are additional results of applying suction to an impulsively started circular cylinder.
    Keywords: FLUID MECHANICS AND HEAT TRANSFER
    Type: NASA. Ames Research Center, Physics of Forced Unsteady Separation; p 269-276
    Format: application/pdf
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