Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Hyun-Sub Yoon"'
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 18, Iss 1, Pp 1-12 (2024)
Abstract This study investigated the effectiveness and limitations of newly developed biological mortars regarding chloride ion diffusion resistance. Through several tests on the glycocalyx production capacity and growth potentials of bacteria cells
Externí odkaz:
https://doaj.org/article/15cf2bee97ba4babb547f5aa5e2718d7
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 16, Iss 1, Pp 1-12 (2022)
Abstract Concrete sewage structures are difficult to maintain since they are constructed under the ground and their surfaces inside are exposed to various deteriorations such as acid and sulfate ingress. In this study, their repair costs were evaluat
Externí odkaz:
https://doaj.org/article/751e1abb79ea40dbab6e7b8c2254ec8e
Publikováno v:
Applied Sciences, Vol 11, Iss 19, p 9113 (2021)
In recent years, many studies have been performed on the crack repairing technique in concrete or the protection of the concrete surface against sulfate ions. Bacterial immobilization and survival rate are the dominant influencing factors for the rep
Externí odkaz:
https://doaj.org/article/98d386684c60494e9511c34474306b8f
Publikováno v:
Journal of the Korea Concrete Institute. 34:487-496
Publikováno v:
Journal of Material Cycles and Waste Management. 24:582-594
Publikováno v:
Journal of the Korea Concrete Institute. 33:327-334
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:6845-6861
The objective of the present study is to examine the applicability of ground granulated powders (GGPs) as a cementitious binding material for soil solidification. The compressive strength gain of t...
Publikováno v:
Journal of the Korea Concrete Institute. 32:185-191
Publikováno v:
SSRN Electronic Journal.
Publikováno v:
Materials, Vol 14, Iss 5424, p 5424 (2021)
Materials
Volume 14
Issue 18
Materials
Volume 14
Issue 18
Since a concrete structure exposed to a sulfate environment is subject to surface ion ingress that yields cracking due to concrete swelling, its service life evaluation with an engineering modeling is very important. In this paper, cementitious repai