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Use of expanded clay aggregate concrete in hydraulic structures

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Hydrotechnical Construction Aims and scope

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Literature Cited

  1. A. A. Arakelyan, “Use of ligh weight concretes in hydraulic construction,” Beton i Zhelezobeton, No. 5 (1968).

  2. O. M. Prikhod’ko, “Frost resistance of constructional expanded clay aggregate concrete in sea water,” in: Protection of Structures against Corrosion [in Russian], Strolizdat, Moscow (1966).

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  3. O. M. Prikhod’ko, “Frost resistance of constructional expanded clay aggregate concrete and its relation with the moisture content of the aggregates,” Trudy Instituta Soyuzmorniiproekt, No. 22 (28) (1969).

  4. O. M. Prikhod’ko, “Forst resistance of constructional expanded clay aggregate concrete as a function of its morphology and porosity,” Beton i Zhelezobeton, No. 10 (1967).

  5. O. M. Prikhod’ko, “Frost resistance of constructional expanded clay aggregate concrete and its relation with staturation of this material,” Trudy Koordinatsionnyxh Soveshchanii po Gidrotekhnike, No. 73 (1972).

  6. Instructions for Use of Expanded Clay Aggregate Concrete in Marine Structures [in Russian], MMF SSSR, Moscow (1966).

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Deceased.

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 12, pp. 15–20, December, 1973.

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Prikhod’ko, O.M. Use of expanded clay aggregate concrete in hydraulic structures. Hydrotechnical Construction 7, 1144–1150 (1973). https://doi.org/10.1007/BF02378234

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  • DOI: https://doi.org/10.1007/BF02378234

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