Hydration Hardening of Early Strength Low-Heat Cement under a Low-Pressure EnvironmentSource: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007::page 04024160-1DOI: 10.1061/JMCEE7.MTENG-17345Publisher: American Society of Civil Engineers
Abstract: The limited early strength of low-heat cement (LHC) restricts its extensive application. This work compared the hydration degree, hydration products, and pore structure of the early strength of low-heat cement (ESHLC) in standard (P) and low-pressure (0.5P) curing by XRD, TG, SEM, and MIP. Also, the mechanical strength under different curing conditions was tested and compared. The results showed that compared with standard curing, the hydration degree of the early strength low-heat cement (ESLHC) lessens at 0.5P. Besides, by 90 days, the quantity of AFt had significantly declined, and the C─ S─ H gel displayed a loose cluster-like structure at 0.5P, showing that low atmospheric pressure has the potential to hasten the development of defects in hydration products. The ESLHC paste cured at 0.5 P displayed a coarser pore structure than that cured at P. At last, the low atmospheric pressure adversely affected the ESLHC mortar’s strength. This work delves into the hydration characteristics of ESLHC under low-atmospheric-pressure conditions, providing theoretical support for applying ESLHC in plateau areas.
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| contributor author | Li Yang | |
| contributor author | Yanqing Xia | |
| contributor author | Ning Wang | |
| contributor author | Yigang Xu | |
| contributor author | Wen Zhong | |
| contributor author | Yan Lin | |
| contributor author | Na Chong | |
| date accessioned | 2024-12-24T10:35:37Z | |
| date available | 2024-12-24T10:35:37Z | |
| date copyright | 7/1/2024 12:00:00 AM | |
| date issued | 2024 | |
| identifier other | JMCEE7.MTENG-17345.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4299209 | |
| description abstract | The limited early strength of low-heat cement (LHC) restricts its extensive application. This work compared the hydration degree, hydration products, and pore structure of the early strength of low-heat cement (ESHLC) in standard (P) and low-pressure (0.5P) curing by XRD, TG, SEM, and MIP. Also, the mechanical strength under different curing conditions was tested and compared. The results showed that compared with standard curing, the hydration degree of the early strength low-heat cement (ESLHC) lessens at 0.5P. Besides, by 90 days, the quantity of AFt had significantly declined, and the C─ S─ H gel displayed a loose cluster-like structure at 0.5P, showing that low atmospheric pressure has the potential to hasten the development of defects in hydration products. The ESLHC paste cured at 0.5 P displayed a coarser pore structure than that cured at P. At last, the low atmospheric pressure adversely affected the ESLHC mortar’s strength. This work delves into the hydration characteristics of ESLHC under low-atmospheric-pressure conditions, providing theoretical support for applying ESLHC in plateau areas. | |
| publisher | American Society of Civil Engineers | |
| title | Hydration Hardening of Early Strength Low-Heat Cement under a Low-Pressure Environment | |
| type | Journal Article | |
| journal volume | 36 | |
| journal issue | 7 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/JMCEE7.MTENG-17345 | |
| journal fristpage | 04024160-1 | |
| journal lastpage | 04024160-8 | |
| page | 8 | |
| tree | Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007 | |
| contenttype | Fulltext |