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    Optimal dimensions of reinforced concrete slabs for upstream slope protection of earthfill dams

    New search for: Shabanov, A. D.

    Conclusions The above-suggested method is fairly simple and sufficiently accurate.Using similar methods it is possible to develop nomograms including various factors such as elastic modulus of concrete $ E_{1} $, deformation modulus of subbase soils $ E_{0} $, embankment slope m, steel type, and percentage of reinforcing μ and, consequently, determine the optimal slab dimensions. However, it should be noted that these monograms do not take into account the influence of joints in the overall performance of the protective apron.

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    Optimal dimensions of reinforced concrete slabs for upstream slope protection of earthfill dams

    New search for: Shabanov, A. D.

    Conclusions The above-suggested method is fairly simple and sufficiently accurate.Using similar methods it is possible to develop nomograms including various factors such as elastic modulus of concrete $ E_{1} $, deformation modulus of subbase soils $ E_{0} $, embankment slope m, steel type, and percentage of reinforcing μ and, consequently, determine the optimal slab dimensions. However, it should be noted that these monograms do not take into account the influence of joints in the overall performance of the protective apron.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Optimal dimensions of reinforced concrete slabs for upstream slope protection of earthfill dams

    New search for: Shabanov, A. D.

    Conclusions The above-suggested method is fairly simple and sufficiently accurate.Using similar methods it is possible to develop nomograms including various factors such as elastic modulus of concrete $ E_{1} $, deformation modulus of subbase soils $ E_{0} $, embankment slope m, steel type, and percentage of reinforcing μ and, consequently, determine the optimal slab dimensions. However, it should be noted that these monograms do not take into account the influence of joints in the overall performance of the protective apron.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Access

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    Check availability in my library
    Order at Subito €

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    Document information
    Title:

    Optimal dimensions of reinforced concrete slabs for upstream slope protection of earthfill dams

    Contributors:

    Shabanov, A. D. (author)

    Published in:

    Hydrotechnical Construction ; 4

    Publication date:

    1970

    ISSN:

    0018-8220

    DOI:

    https://doi.org/10.1007/BF02377237

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Keywords:

    Wasserbau , Zeitschrift

    Classification:

    BKL:  56.30 Wasserbau
    Local classification TIB:  770/6550/8000

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