Zobrazeno 1 - 9
of 9
pro vyhledávání: '"I. E. Pukhov"'
Autor:
I. E. Pukhov
Publikováno v:
Hydrotechnical Construction. 35:370-372
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::03c3e07c8132e9a4b30552177f265cc7
https://doi.org/10.1023/a:1012804111969
https://doi.org/10.1023/a:1012804111969
Publikováno v:
Hydrotechnical Construction. 24:781-787
FPGD additive does not modify significantly the basic ratios of the deformational characteristics of concrete. The basic equivalence principle for selection of concrete compositions with FPGD does not introduce any change in the standard values of pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4fef6d3d03d307a9c6e1d260609b57cf
https://doi.org/10.1007/bf01434605
https://doi.org/10.1007/bf01434605
Publikováno v:
Hydrotechnical Construction. 17:366-370
Concrete prepared with large tabular gravel has anisotropic elastic properties. This anisotropy changes with time from maximum at an early age to minimum at a late age. At an age of one year the elastic properties of concrete with tabular gravel are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::050524ee2db544e9a300abccb153e91c
https://doi.org/10.1007/bf01427285
https://doi.org/10.1007/bf01427285
Autor:
I. E. Pukhov
Publikováno v:
Hydrotechnical Construction. 12:356-362
1. Concretes of different compositions, differing substantially in the value of creep at an early age, on loading at later ages have a tendency to equalize the values of creep. Creep of old massive concrete does not appreciably depend either on its c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d54293db27af8f47270156bf024476ad
https://doi.org/10.1007/bf02304342
https://doi.org/10.1007/bf02304342
Autor:
I. E. Pukhov, G. N. Kuleshov
Publikováno v:
Hydrotechnical Construction. 15:743-749
1. The rate of increase of the modulus of elasticity of concrete at an early age directly in the dam depends on the ambient temperature associated with exothermic heating of the cement in the concrete, season of concreting, etc. In the case of heatin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1b928322dafab8a4da6c0b8e9a60264
https://doi.org/10.1007/bf01432797
https://doi.org/10.1007/bf01432797
Autor:
I. E. Pukhov
Publikováno v:
Hydrotechnical Construction. 11:52-55
1. The most widely used laboratory method for investigating massive concrete in a structure is conditional and only approximately reflects the properties of the concrete. 2. A study of the elastoplastic characteristics of concrete of massive structur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::814d3875bed5993f91dd052a1d056a53
https://doi.org/10.1007/bf02398753
https://doi.org/10.1007/bf02398753
Autor:
I. E. Pukhov
Publikováno v:
Hydrotechnical Construction. 11:777-781
1. For identical concrete compositions and temperature and moisture regimes of its aging, the modulus of elasticity in the mass of the structure and large laboratory specimens prepared without screening out the coarsest aggregate agree closely. 2. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d7d248c70e057ef99ba95f0f31620dc
https://doi.org/10.1007/bf02378631
https://doi.org/10.1007/bf02378631
Autor:
I. E. Pukhov
Publikováno v:
Hydrotechnical Construction. 22:502-505
1. During 50 years of operation of the Moscow Canal the surface of the concrete walls of the lock chambers was subjected to considerable destruction with the formation of cavities, cracks, and sloughs with exposure of the corroded reinforcement. 2. D
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec8aacc76f0b7edaaa0847e01c58362a
https://doi.org/10.1007/bf01432222
https://doi.org/10.1007/bf01432222
Autor:
I. E. Pukhov, A. D. Osipov
Publikováno v:
Hydrotechnical Construction. 12:621-623
1. The table of the modulus of elasticity of concrete Ec given in SNiP II-57-77 should be used for concrete with a small coarse aggregate particle diameter and with a large proportion of the mortar component. The design age of concrete in this case s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5c73e90b9fad03ecde3ed96314bc39f
https://doi.org/10.1007/bf02306153
https://doi.org/10.1007/bf02306153