A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Estimate the Durability of Rice Husk Ash Concrete Subjected to Sulfate Attack Through Wetting and Drying Cyclic
It is well known that aggressive environments like the sulfate attack are the major factor affecting the durability of concrete. Thus, this research was carried out to estimate the durability of rice husk ash (RHA) concrete exposed to sodium sulfate attack through wetting and drying cyclic. Five levels of cement replacement namely 0, 10, 20, 30 and 40% (by weight) were studied. After being kept in the sodium sulfate solution for 3, 7, 28, 56, 90 and 180 days, the RHA concrete specimens were evaluated based on the rapid chloride permeability and its correlation. It was found that the total charge passed in Portland cement concrete was higher than that of RHA-blended cement concrete. However, it continued to decrease along with increasing levels of RHA replacement. In addition, the use of 40% RHA in the cement resulted in better resistance to sulfate attack when the concrete specimen was exposed to the wetting and drying cycles. It can be concluded that the use of 10 to 40% RHA effectively decreased the penetration depth (charge passed) in the concrete under sulfate attack.
Estimate the Durability of Rice Husk Ash Concrete Subjected to Sulfate Attack Through Wetting and Drying Cyclic
It is well known that aggressive environments like the sulfate attack are the major factor affecting the durability of concrete. Thus, this research was carried out to estimate the durability of rice husk ash (RHA) concrete exposed to sodium sulfate attack through wetting and drying cyclic. Five levels of cement replacement namely 0, 10, 20, 30 and 40% (by weight) were studied. After being kept in the sodium sulfate solution for 3, 7, 28, 56, 90 and 180 days, the RHA concrete specimens were evaluated based on the rapid chloride permeability and its correlation. It was found that the total charge passed in Portland cement concrete was higher than that of RHA-blended cement concrete. However, it continued to decrease along with increasing levels of RHA replacement. In addition, the use of 40% RHA in the cement resulted in better resistance to sulfate attack when the concrete specimen was exposed to the wetting and drying cycles. It can be concluded that the use of 10 to 40% RHA effectively decreased the penetration depth (charge passed) in the concrete under sulfate attack.
Estimate the Durability of Rice Husk Ash Concrete Subjected to Sulfate Attack Through Wetting and Drying Cyclic
Lecture Notes in Civil Engineering
Mohd Zuki, Sharifah Salwa (editor) / Mokhatar, Shahrul Niza (editor) / Shahidan, Shahiron (editor) / Bin Wan Ibrahim, Mohd Haziman (editor) / Ramadhansyah, P. J. (author) / Hainin, M. R. (author) / Rokiah, O. (author) / Chong, B. W. (author) / Haziman, W. I. Mohd (author) / Mangi, S. A. (author)
Proceedings of the Sustainable Concrete Materials and Structures in Construction 2020 ; Chapter: 16 ; 175-184
2021-05-26
10 pages
Article/Chapter (Book)
Electronic Resource
English
| Trans Tech Publications | 2014
Durability of concrete exposed to sulfate attack under flexural loading and drying–wetting cycles
| Online Contents | 2013
Durability of concrete exposed to sulfate attack under flexural loading and drying-wetting cycles
| British Library Online Contents | 2013