Research on the Fracture Behavior of Ultra-fine Dredged Sand Concrete Based on the Microstructure Characteristics

被引:1
|
作者
Jia, Yiheng [1 ]
Bu, Jingwu [1 ]
Xu, Huiying [1 ]
Chen, Qinghua [1 ]
Che, Qingchen [1 ]
Li, Zhenxing [1 ]
Song, Dalai [1 ]
机构
[1] Yangzhou Univ, Sch Hydraul Sci & Engn, 131 Jiangyang Rd, Yangzhou 225009, Peoples R China
基金
中国国家自然科学基金;
关键词
dredged sand concrete; three-point bending fracture test; fracture behavior; computerized; tomography; scanning electron microscopy; x-ray diffraction; microstructure; QUASI-BRITTLE FRACTURE; DOUBLE-K CRITERION; CRACK-PROPAGATION; PORE STRUCTURE; DURABILITY;
D O I
10.1520/JTE20230374
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The dredged sand generated by the dredging projects has been abandoned and reclaimed from designated areas. It meets the requirements of environmental construction and resource utilization, if the dredging sand can be used as building material in construction. In order to investigate the fracture behavior of dredged sand concrete, five kinds of concrete with different dredged sand replacements (0 %, 12.5 %, 25 %, 37.5 %, 50 %) were designed in this article. Three-point bending fracture tests were carried out on the concrete. The test results show that with the increase of dredged sand replacement, the initiation load, peak load, fracture toughness, and fracture energy first decrease and then increase. Computerized tomography scan and mercury intrusion porosimetry tests show that with the increase of dredged sand replacements, the porosity, pore volume, and pore surface area increase first and then decrease. Dredged sand can improve the pore structure, increase the compactness of concrete, and improve the fracture behavior of concrete. Scanning electron microscopy and X-ray diffraction tests show that dredged sand mainly plays the role of physical filling, and proper dredged sand can improve the compactness of concrete.
引用
收藏
页码:1144 / 1162
页数:19
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