Zobrazeno 1 - 10
of 38
pro vyhledávání: '"Milos Polivka"'
Autor:
Milos Polivka, PK Mehta
Since it takes only a small amount of reactive aggregate to cause deterioration of concrete due to the alkali-silicate reaction, vast deposits of aggregates throughout the world are in danger of being rejected as undesirable for use in concrete unles
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a14a9da507cc155c3c79dfeda22bb01c
https://doi.org/10.1520/stp32342s
https://doi.org/10.1520/stp32342s
Autor:
PK Mehta, Milos Polivka
Coarse aggregate has a large influence on drying shrinkage which is one of the major causes of cracking in concrete structures. The stiffer an aggregate, the lower is the drying shinkage of concrete. Since it is not possible to alter the stiffness ch
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31e5c08f2eee933bb86d3cb8deaeb108
https://doi.org/10.1520/stp32343s
https://doi.org/10.1520/stp32343s
Stray current corrosion of prestressed concrete beams was investigated in the laboratory by exposing 40 specimens 6.4 by 6.4 by 122 cm (2.5 by 2.5 by 48 in.), prestressed by a central high-strength steel wire to 1.86 X 10 9 N/m 2 (270 ksi), in seawat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::afc914b150339f4abc25156d54932a88
https://doi.org/10.1520/stp27466s
https://doi.org/10.1520/stp27466s
Publikováno v:
Cement and Concrete Research. 9:439-450
For carrying out a comprehensive investigation on physical and mechanical properties of alite mortars and concretes, large quantities of monoclinic alite were produced at the University of California at Berkeley. Laboratory-size specimens were employ
Autor:
Milos Polivka, J. W. Kelly
Publikováno v:
Materiales de Construcción; Vol. 5 No. 067 (1955); 31-34
Materiales de Construcción; Vol. 5 Núm. 067 (1955); 31-34
Materiales de Construcción; Vol. 5 Núm. 067 (1955); 31-34
Se describe un sencillo ensayo para determinar la consistencia del hormigón fresco, en función de la penetración de una bola do 15y24 cm de diámetro y 13,608 kg de peso. Se establece vina comparación con el ensayo de asiento.
Autor:
Milos Polivka
Publikováno v:
PCI Journal. 6:28-38
Publikováno v:
PCI Journal. 13:22-35
MATERIAL AND STRUCTURAL PROBLEMS AND PECULIAR FEATURES OF SELF-STRESSING EXPANSIVE CEMENT CONCRETE ARE PRESENTED. EMPHASIS IS PLACED ON BEHAVIOR, PROPERTIES AND TECHNOLOGY WHICH REQUIRE ADDITIONAL RESEARCH. BASIC CONSIDERATIONS OF STRUCTURAL CHEMICAL
Publikováno v:
Cement and Concrete Research. 2:591-606
Results of a creep study conducted on hollow cylindrical microconcrete specimens in compression and torsion, at 50 and 100% relative humidity, are presented. Most of these specimens were subjected to a sustained load for 37 days at 73°F (23°C), and
Publikováno v:
Transactions of the Japan Society of Civil Engineers. 1963:1-12
Publikováno v:
Offshore Technology Conference.