Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Mishima, Naoki"'
Publikováno v:
In Tetrahedron 24 September 2021 97
Autor:
Phoo-ngernkham, Tanakorn, Maegawa, Akihiro, Mishima, Naoki, Hatanaka, Shigemitsu, Chindaprasirt, Prinya
Publikováno v:
In Construction and Building Materials 30 August 2015 91:1-8
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Publikováno v:
Chemical Communications; 5/11/2020, Vol. 56 Issue 38, p5139-5142, 4p
Publikováno v:
日本建築学会構造系論文集. 76(665):1205-1212
In this study, a series of experiments on drying shrinkage of porous concrete was carried out to examine the influence of various factors, i.e. void ratio, rock type and size of aggregates, compaction strength level, etc. It was found that the influe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::0b9da4a4c82e0b9f3fea4b7ecd7a35be
http://hdl.handle.net/10076/12103
http://hdl.handle.net/10076/12103
Autor:
HATANAKA, Shigemitsu, MISHIMA, Naoki, WATOH, Hiroshi, MURAMATSU, Akio, YAMAGUCHI, Takeshi, TSUTSUI, Fumiyasu
Publikováno v:
日本建築学会技術報告集. 17(35):31-35
Very fine plastic shrinkage crack is often reported to occur on vacuum processed concrete slab, which is considered due to cement-richness of a surface layer. A shrinkage-reduction admixture is used in order to prevent such plastic shrinkage cracks.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::19a9dee8f6cfcf7d6b60ff85f9fc9b89
http://hdl.handle.net/10076/12105
http://hdl.handle.net/10076/12105
Publikováno v:
日本建築学会構造系論文集. 75(650):695-699
Compressive strength of concrete is usually corrected to predict so called true uniaxial compressive strength when the value is measured with specimens having height/diameter (h/d) of less than 2.0. As long as porous concrete is concerned, however, s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::7fb7dd1f05554f44d32840c5fc774e61
http://hdl.handle.net/10076/12104
http://hdl.handle.net/10076/12104
Publikováno v:
日本建築学会構造系論文集. 75(647):25-31
In this study, a series of experiments on drying shrinkage of porous concrete was carried out to examine the influence of void ratio and water cement ratio on drying shrinkage characteristic. As a result, the drying shrinkage of porous concrete occur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::20148e494812bf1a6bd7fa3314608e51
http://hdl.handle.net/10076/12106
http://hdl.handle.net/10076/12106
Publikováno v:
日本建築学会構造系論文集. 74(640):981-986
In recent years, it becomes necessary to estimate the workability and consistency with good accuracy. Main purpose of this study is to establish a rheological model of fresh concrete that can consider the properties of dilatancy. Fundamental experime
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::56e134d03ee89a55e20c0bf7fe5cb6a9
http://hdl.handle.net/10076/12108
http://hdl.handle.net/10076/12108