A New Belitic Calcium Sulfoaluminate CementSource: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 011::page 04023422-1Author:Omkar Deo
,
Neel Bhuskute
,
Julio Paniagua
,
Javier Guijosa
,
Janeth Rivera
,
Eric P. Bescher
DOI: 10.1061/JMCEE7.MTENG-15950Publisher: ASCE
Abstract: A new cement based on belitic calcium sulfoaluminate (BCSA) was investigated, which featured a unique combination of advantages such as fast setting time, increased tensile strength, and net positive expansion over conventional, commercial BCSA and portland cements. These advantages are achieved by combining commercially available BCSA and mixing the cement with pure, finely ground anhydrite. Mortar bars prepared using this new cement (referred to as supersulfated BCSA or SBCSA) achieve nearly seven times the expansion of conventional BCSA at 28 days. SBCSA concrete exhibits restrained and unrestrained expansions greater by nearly eight times compared with standard BCSA concrete at 28 days. The compressive and flexural strengths of SBCSA concretes are nearly 50% and up to 25% higher compared with BCSA, according to standard test methods. The use of cut-sheet continuously deformed steel fibers in the SBCSA concrete mixes at a dosage of 0.75% shows only minor improvements in terms of restrained expansions and flexural strengths. X-ray diffraction (XRD) analysis showed that the amount of ettringite increased by nearly 30%, and the hydration of belite is enhanced in SBCSA at 28 days compared with BCSA. Due to the unique combination of expansive and fast-setting characteristics, SBCSA offers a potential opportunity to improve the structural design of portland cement concrete. For example, the combination of high early strength and expansion allows the concrete to sustain expansions typically destructive in portland-based expansive cements.
|
Collections
Show full item record
| contributor author | Omkar Deo | |
| contributor author | Neel Bhuskute | |
| contributor author | Julio Paniagua | |
| contributor author | Javier Guijosa | |
| contributor author | Janeth Rivera | |
| contributor author | Eric P. Bescher | |
| date accessioned | 2024-04-27T20:52:01Z | |
| date available | 2024-04-27T20:52:01Z | |
| date issued | 2023/11/01 | |
| identifier other | 10.1061-JMCEE7.MTENG-15950.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4296129 | |
| description abstract | A new cement based on belitic calcium sulfoaluminate (BCSA) was investigated, which featured a unique combination of advantages such as fast setting time, increased tensile strength, and net positive expansion over conventional, commercial BCSA and portland cements. These advantages are achieved by combining commercially available BCSA and mixing the cement with pure, finely ground anhydrite. Mortar bars prepared using this new cement (referred to as supersulfated BCSA or SBCSA) achieve nearly seven times the expansion of conventional BCSA at 28 days. SBCSA concrete exhibits restrained and unrestrained expansions greater by nearly eight times compared with standard BCSA concrete at 28 days. The compressive and flexural strengths of SBCSA concretes are nearly 50% and up to 25% higher compared with BCSA, according to standard test methods. The use of cut-sheet continuously deformed steel fibers in the SBCSA concrete mixes at a dosage of 0.75% shows only minor improvements in terms of restrained expansions and flexural strengths. X-ray diffraction (XRD) analysis showed that the amount of ettringite increased by nearly 30%, and the hydration of belite is enhanced in SBCSA at 28 days compared with BCSA. Due to the unique combination of expansive and fast-setting characteristics, SBCSA offers a potential opportunity to improve the structural design of portland cement concrete. For example, the combination of high early strength and expansion allows the concrete to sustain expansions typically destructive in portland-based expansive cements. | |
| publisher | ASCE | |
| title | A New Belitic Calcium Sulfoaluminate Cement | |
| type | Journal Article | |
| journal volume | 35 | |
| journal issue | 11 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/JMCEE7.MTENG-15950 | |
| journal fristpage | 04023422-1 | |
| journal lastpage | 04023422-11 | |
| page | 11 | |
| tree | Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 011 | |
| contenttype | Fulltext |