Warianty tytułu
Języki publikacji
Abstrakty
In light of the current situation where excessive amounts of excavated earth from subway tunnel construction are being stacked with low utilization and value, this study used residue as a mineral admixture to investigate the effects of different proportions of residue content (0%, 2.5%, 5.0%, 7.5%, and 10.0%) on the workability and mechanical properties of C50 concrete. The results indicate that: (1) The initial slump and slump loss of C50 concrete decrease gradually as the residue content increases. (2) The compressive strength of C50 concrete with varying residue contents is lower than the control group at early stages (3d, 7d), while it is higher than the control group at 28d. There exists an optimal content of residue for improving C50 concrete compressive strength, and it is found that the highest compressive strength at 28d is achieved when the residue content is 7.5% of the cement content. (3) The microscopic structure of C50 concrete with different residue contents at 28d shows that as the residue content increases, the microscopic structure of C50 concrete gradually becomes more compact and the porosity decreases.
Czasopismo
Rocznik
Tom
Strony
419--430
Opis fizyczny
Bibliogr. 25 poz., il., tab.
Twórcy
autor
- Hainan Vocational University of Science and Technology, School of Urban Construction, Haikou, China, hainankejizxc@163.com
autor
- Hainan Vocational University of Science and Technology, School of Urban Construction, Haikou, China, zhaomeijiu@163.com
Bibliografia
- [1] J. Xiao, J. Shen, Q Gao, et al., “The current situation of engineering abandoned soil and innovative technologies for resource utilization”, Journal of Building Science and Engineering, vol. 37, no. 4, pp. 1-3, 2020, doi: 10.19815/j.jace.2019.11038.
- [2] S, Lin, “Environmental protection technology for subway shield tunneling engineering”, China Equipment Engineering, no. 19, pp. 208-209, 2018.
- [3] C. Wang and G. Wang, “Research and application of a new type of dual fluid grouting material for synchronous grouting in shield tunnels”, Tunnel Construction, vol. 37, no. 4, pp. 416-420, 2017, doi: 10.3973/j.issn.1672-741X.2017.04.005.
- [4] S. Liu, “Overview of comprehensive utilization of construction waste”, New Materials Industry, no. 4, pp. 41-46, 2008, doi: 10.3969/j.issn.1008-892X.2008.04.012.
- [5] J. Chen, “Understanding and hope for the resource utilization technology of construction waste in China”, Construction Technology, no. 23, pp. 15-17, 2016, doi: 10.16116/j.cnki.jskj.2016.23.001.
- [6] Y. Li and Z. Li, “Research on the application of construction waste soil in urban roads”, Highway, no. 7, pp. 235-240, 2013.
- [7] K. Zhu, Y. Zhang, Z. Xue, et al., “Environmental issues and green treatment of shield tunneling waste soil”, Urban Architecture, no. 29, pp. 108-110, 2018, doi: 10.19892/j.cnki.csjz.2018.29.032.
- [8] C. Shen and Y. Feng, “11 Bayi Square can be pushed by the muck of Metro Line 1”. [Online]. Available: http://jiangxi.jxnews.com.cn/system/2013/05/24/012435387.shtml. [Accessed: 24 May 2013].
- [9] R. Yao, “Main problems and improvement measures of construction waste soil management in Hangzhou”, Environment and Sustainable Development, vol. 5, pp. 160-163, 2014, doi: 10.3969/j.issn.1673-288X.2014.05.047.
- [10] J. He, “Research on improvement technology of bentonite slurry residue in loess shield tunnels”, Tunnel Construction, no. 4, pp. 448-453, 2012.
- [11] W. Liu, “Improvement technology of composite shield soil inNanchang”, Tunnel Construction, no. 5, pp. 455-462, 2015.
- [12] J. Li, X. Chen, Y. Don, et al., “Preparation of non-fired haydite from shield muck and its properties”, Journal of Anhui University of Technology (Natural Science Edition), vol. 38, no. 3, pp. 250-254, 2021, doi: 10.3969/j.issn.1671-7872.2021.03.003.
- [13] F. Xie, H. Li, G. Li, et al., “Phosphate removal by using shield residues/carbon composite ceramsite”, Chinese Journal of Applied Chemistry, vol. 34, no. 2, pp. 211-219, 2017.
- [14] J. Jiang and B. Yi, “Research on development of new wall materials by shield muck”, Brick and Tile Magazine, no. 3, pp. 45-48, 2019, doi: 10.16001/j.cnki.1001-6945.2019.03.016.
- [15] A. Guo, X. Wei, Y. Wang, et al., “Study on preparation and properties of unburned brick by building waste”, Non-Metallic Minerals, no. 3, pp. 45-48, 2019.
- [16] W. Guo, B. Wang, Y. Li, et al., “Status quo and prospect of harmless disposal and reclamation of shield muck in China”, Tunnel Construction, vol. 40, no. 8, pp. 1101-1112, 2020, doi: 10.3973/j.issn.2096-4498.2020.08.001.
- [17] X. Chen, T. Xu, K. Li, et al., “Present Situation and countermeasures of waste soil management of development and construction projects in Shenzhen”, Soil and Water Conservation in China, no. 12, pp. 22-24, 2014, doi: 10.14123/j.cnki.swcc.2014.12.011.
- [18] Q. Guo, “Experimental study on solidification and utilization of muck in underground excavation engineering in Nanjing area”, Nanjing: Southeast University, 2019, doi: 10.27014/d.cnki.gdnau.2019.004570.
- [19] X. Song and J. Zhu, “Influencing factors of mechanical properties of slag composite base geopolymer”, Journal of Xian University of Architecture and Technology (Natural Science Edition), vol. 48, no. 1, pp. 128-132, 2016, doi: 10.15986/j.1006-7930.2016.01.021.
- [20] D. Zhang, X. Tian, H. Hou, et al., “Mechanical properties and mechanism of slag cementitious material solidifying soft soil”, Rock and Soil Mechanics, vol. 28, no. 9, pp. 1987-1991, 2007, doi: 10.16285/j.rsm.2007.09.042.
- [21] B. Wang, W. Yang, and Z. Li, “Micromechanism of strength increase with curing time for compacted cement-soil”, Journal of University of Science & Technology Beijing, vol. 30, no. 3, pp. 233-238, 2008, doi: 10.3321/j.issn:1001-053X.2008.03.003.
- [22] S. Liang, J. Chen, H. Lin, et al., “Experimental study on cement solidified sludge waste soil as filling material”, Journal of Guangdong University of Technology, vol. 37, no. 2, pp. 102-106, 2020, doi: 10.12052/gdutxb.190085.
- [23] W. Zhang, X. Du, F. Xu, et al., “Research on mechanical properties of new CG-SF solidified soil”, Journal of Chongqing University of Science and Technology (Natural Science Edition), vol. 24, no. 3, pp. 84-89, 94, 2022, doi: 10.19406/j.cnki.cqkjxyxbzkb.2022.03.004.
- [24] P. Woyciechowski, “Effect of curing regime on polymer-cement concrete properties”, Archives of Civil Engineering, vol. 66, no. 1, pp. 144-160, 2020, doi: 10.24425/ace.2020.131780.
- [25] M. Zych, “Application of a new theory of restraint factor after cracking of reinforced concrete members”, Archives of Civil Engineering, vol. 69, no. 1, pp. 198-212, 2023, doi: 10.24425/ace.2023.144168.
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.baztech-f8b3c839-7193-4ae6-ab37-1d75e7402f3f