Effect of stress level on the frost resistance and uniaxial compressive properties of desert sand concrete
Rapid freeze-thaw (F-T) tests were conducted to study the frost resistance of desert sand concrete (DSC) at different stress levels (SL), desert sand replacement rate (DSRR) and the number of F-T cycles. The impact of the SL, DSRR, and number of F-T cycles on the mass loss rate, ultrasonic wave velo...
| Main Authors: | , , , , , , |
|---|---|
| Format: | Article |
| Language: | English English |
| Published: |
American Society of Civil Engineers (ASCE)
2024
|
| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/42663/ http://umpir.ump.edu.my/id/eprint/42663/7/Intro%20-%20Effect%20of%20Stress%20Level%20on%20the%20Frost%20Resistance%20and%20Uniaxial%20Compressive%20Properties%20of%20Desert%20Sand%20Concrete.pdf http://umpir.ump.edu.my/id/eprint/42663/1/2024%20ASCE%20jiang-et-al-2024-effect-of-stress-level-on-the-frost-resistance-and-uniaxial-compressive-properties-of-desert-sand.pdf |
| _version_ | 1848826672769400832 |
|---|---|
| author | Jiang, Yanjie Liu, Haotian Liu, Haifeng Che, Jialing Liu, Yijiang Yang, Weiwu Doh, Shu Ing |
| author_facet | Jiang, Yanjie Liu, Haotian Liu, Haifeng Che, Jialing Liu, Yijiang Yang, Weiwu Doh, Shu Ing |
| author_sort | Jiang, Yanjie |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | Rapid freeze-thaw (F-T) tests were conducted to study the frost resistance of desert sand concrete (DSC) at different stress levels (SL), desert sand replacement rate (DSRR) and the number of F-T cycles. The impact of the SL, DSRR, and number of F-T cycles on the mass loss rate, ultrasonic wave velocity, and stress-strain curve of DSC was investigated through uniaxial compression tests. Scanning electron microscope (SEM) was used to examine the microstructure of DSC. The constitutive relationship was established considering the influence of the SL and number of F-T cycles. The results indicated that the frost resistance and uniaxial compressive mechanical properties of DSC could be effectively enhanced when desert sand was added at 40%. The peak strain initially decreased and then increased as the DSRR increased. In contrast, the peak stress first increased and reached a maximum value as the DSRR increasing to 40%, followed by a gradual decrease. The F-T cycles gradually deteriorated the macroscopic properties of DSC. The proposed constitutive model of DSC was established by combining the two classical models as the ascending and descending sections, respectively. The model prediction results matched well with the experimental results, which can provide a theoretical basis for the engineering application of DSC under F-T cycles and loading environments. |
| first_indexed | 2025-11-15T03:48:33Z |
| format | Article |
| id | ump-42663 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English English |
| last_indexed | 2025-11-15T03:48:33Z |
| publishDate | 2024 |
| publisher | American Society of Civil Engineers (ASCE) |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-426632024-09-25T07:18:58Z http://umpir.ump.edu.my/id/eprint/42663/ Effect of stress level on the frost resistance and uniaxial compressive properties of desert sand concrete Jiang, Yanjie Liu, Haotian Liu, Haifeng Che, Jialing Liu, Yijiang Yang, Weiwu Doh, Shu Ing TA Engineering (General). Civil engineering (General) Rapid freeze-thaw (F-T) tests were conducted to study the frost resistance of desert sand concrete (DSC) at different stress levels (SL), desert sand replacement rate (DSRR) and the number of F-T cycles. The impact of the SL, DSRR, and number of F-T cycles on the mass loss rate, ultrasonic wave velocity, and stress-strain curve of DSC was investigated through uniaxial compression tests. Scanning electron microscope (SEM) was used to examine the microstructure of DSC. The constitutive relationship was established considering the influence of the SL and number of F-T cycles. The results indicated that the frost resistance and uniaxial compressive mechanical properties of DSC could be effectively enhanced when desert sand was added at 40%. The peak strain initially decreased and then increased as the DSRR increased. In contrast, the peak stress first increased and reached a maximum value as the DSRR increasing to 40%, followed by a gradual decrease. The F-T cycles gradually deteriorated the macroscopic properties of DSC. The proposed constitutive model of DSC was established by combining the two classical models as the ascending and descending sections, respectively. The model prediction results matched well with the experimental results, which can provide a theoretical basis for the engineering application of DSC under F-T cycles and loading environments. American Society of Civil Engineers (ASCE) 2024 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/42663/7/Intro%20-%20Effect%20of%20Stress%20Level%20on%20the%20Frost%20Resistance%20and%20Uniaxial%20Compressive%20Properties%20of%20Desert%20Sand%20Concrete.pdf pdf en http://umpir.ump.edu.my/id/eprint/42663/1/2024%20ASCE%20jiang-et-al-2024-effect-of-stress-level-on-the-frost-resistance-and-uniaxial-compressive-properties-of-desert-sand.pdf Jiang, Yanjie and Liu, Haotian and Liu, Haifeng and Che, Jialing and Liu, Yijiang and Yang, Weiwu and Doh, Shu Ing (2024) Effect of stress level on the frost resistance and uniaxial compressive properties of desert sand concrete. Journal of Material in Civil Engineering, 36 (12). pp. 1-16. ISSN 1943-5533. (Published) https://doi.org/10.1061/JMCEE7.MTENG-18451 10.1061/JMCEE7.MTENG-18451 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Jiang, Yanjie Liu, Haotian Liu, Haifeng Che, Jialing Liu, Yijiang Yang, Weiwu Doh, Shu Ing Effect of stress level on the frost resistance and uniaxial compressive properties of desert sand concrete |
| title | Effect of stress level on the frost resistance and uniaxial compressive properties of desert sand concrete |
| title_full | Effect of stress level on the frost resistance and uniaxial compressive properties of desert sand concrete |
| title_fullStr | Effect of stress level on the frost resistance and uniaxial compressive properties of desert sand concrete |
| title_full_unstemmed | Effect of stress level on the frost resistance and uniaxial compressive properties of desert sand concrete |
| title_short | Effect of stress level on the frost resistance and uniaxial compressive properties of desert sand concrete |
| title_sort | effect of stress level on the frost resistance and uniaxial compressive properties of desert sand concrete |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/42663/ http://umpir.ump.edu.my/id/eprint/42663/ http://umpir.ump.edu.my/id/eprint/42663/ http://umpir.ump.edu.my/id/eprint/42663/7/Intro%20-%20Effect%20of%20Stress%20Level%20on%20the%20Frost%20Resistance%20and%20Uniaxial%20Compressive%20Properties%20of%20Desert%20Sand%20Concrete.pdf http://umpir.ump.edu.my/id/eprint/42663/1/2024%20ASCE%20jiang-et-al-2024-effect-of-stress-level-on-the-frost-resistance-and-uniaxial-compressive-properties-of-desert-sand.pdf |