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

    New search for: Shabanov, A. D.

    Conclusions 1. The above-suggested method is fairly simple and sufficiently accurate. 2. Using similar methods it is possible to develop nomograms including various factors such as elastic modulus of concrete E1, deformation modulus of subbase soils E0, 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 1. The above-suggested method is fairly simple and sufficiently accurate. 2. Using similar methods it is possible to develop nomograms including various factors such as elastic modulus of concrete E1, deformation modulus of subbase soils E0, 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

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    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 1. The above-suggested method is fairly simple and sufficiently accurate. 2. Using similar methods it is possible to develop nomograms including various factors such as elastic modulus of concrete E1, deformation modulus of subbase soils E0, 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

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    Title:

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

    Contributors:

    Shabanov, A. D. (author)

    Published in:

    Hydrotechnical Construction ; 4 ; 158-161

    Publication date:

    1970-02-01

    Size:

    4 pages

    ISSN:

    1570-1468 , 0018-8220

    DOI:

    https://doi.org/10.1007/BF02377237

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Elastic Modulus , Energy Source , Power Generation , Power Engineer , Renewable Energy Source Engineering , Energy Technology , Power Electronics, Electrical Machines and Networks , Renewable and Green Energy , Geoengineering, Foundations, Hydraulics

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