Experimental study on the characteristics of concrete erosion by low-sand content and low-velocity water flow

GU Lei1, 2, DAI Fuxu1, 2, LI Hongbin1, 2, WANG Shun1, 2, LIU Yong1, 2

Journal of Vibration and Shock ›› 2025, Vol. 44 ›› Issue (4) : 238-243.

PDF(1434 KB)
PDF(1434 KB)
Journal of Vibration and Shock ›› 2025, Vol. 44 ›› Issue (4) : 238-243.
SHOCK AND EXPLOSION

Experimental study on the characteristics of concrete erosion by low-sand content and low-velocity water flow

  • GU Lei1,2, DAI Fuxu*1,2, LI Hongbin1,2, WANG Shun1,2, LIU Yong1,2
Author information +
History +

Abstract

Erosion by low-velocity and low-sand content water flow is a common and highly neglected problem faced by hydraulic concrete structures in long service. In order to study the key influencing factors and laws of its abrasion, a low-velocity and low-sand content jet scouring experimental setup was designed to carry out four groups of concrete specimens with six different ratios for a total of 23 long-time abrasion tests, and based on the accurate measurement of the specimen mass abrasion amount, the effects of the characteristic parameters of the jet and the key admixture of concrete on the abrasion of concrete were analyzed. The results show that : the erosion of concrete by low-sand content and low-velocity water flow can be divided into two types of actions: normal erosion and tangential grinding; the abrasion effect of normal erosion is higher than that of tangential grinding when the speed and area are the same; as the scouring time progresses, the hourly abrasion of concrete gradually decreases and then stabilizes; within the experimental conditions of this study, the hourly abrasion increases with the rise in jet scouring speed and sand content, and is higher at larger scouring angles; appropriate increase in silica fume content and fiber content helps to improve the erosion resistance of concrete. Finally, a prediction model for sandy water flow erosion of optimally proportioned concrete is established to provide a basis for the service life assessment and performance improvement of concrete.

Key words

concrete / hourly abrasion / low-sand content jet / low-velocity erosion / experiment

Cite this article

Download Citations
GU Lei1, 2, DAI Fuxu1, 2, LI Hongbin1, 2, WANG Shun1, 2, LIU Yong1, 2. Experimental study on the characteristics of concrete erosion by low-sand content and low-velocity water flow[J]. Journal of Vibration and Shock, 2025, 44(4): 238-243

References

[1] 尹延国,胡献国,崔德密. 水工混凝土冲击磨损行为与机理研究[J]. 水力发电学报,2001(04):57-64.
YIN Yanguo,HU Xianguo,CUI Demi. Research on impact abrasion behavior and mechanism of hydraulic concrete[J]. Journal of Hydroelectric Engineering,2001(04):57-64.
[2] 刘佳亮,李坤元,张娣. 高压水射流冲蚀混凝土破碎区演进特征及裂纹扩展规律研究 [J]. 振动与冲击,2019,38(24):131-137. 
Liu J L,Li K Y,Zhang D. Broken area evolution characteristics and crack propagation rules of concrete under high pressure water jet crushing[J]. Journal of Vibration and Shock,2019,38(24): 131-137.
[3] Liu J,Zhu Y,Xue Y,et al. Fragmentation Pattern and Removal Mechanism of Concrete Subjected to Abrasive Water Jet Impact[J]. Advances in Materials Science and Engineering,2021;2021:6618386. 
[4] 刘仁杰. 水力冲击钢筋混凝土破碎特征及损伤演化规律研究[D]. 重庆:重庆交通大学,2024.
[5] 高欣欣,蔡跃波,丁建彤. 基于水下钢球法的水工混凝土磨损影响因素研究[J]. 水力发电学报,2011,30(02):67-71. 
Gao X,Cai Y,Ding J. Influencing factors of abrasion of hydraulic concrete based on underwater method[J].  Journal of Hydroelectric Engineering,2011,30(2):67-71. 
[6] Wang K,Guo J,Zhang P,et al. The counterbalance of the adverse effect of abrasion on the properties of concrete incorporating nano-SiO2 and polypropylene fiber based on pore structure fractal characteristics[J]. Fractal and Fractional,2022,6(7): 392. 
[7] Bayazt Y,Karakurt C,Bak R. Investigation of erosive wear effect on concrete water structures:the case of Porsuk Dam,Turkey[J]. Magazine of concrete research,2023,75(10):529-540. 
[8] Zarrabi N,Moghim M N,Eftekhar M R. Effect of hydraulic parameters on abrasion erosion of fiber reinforced concrete in hydraulic structures[J]. Construction and Building Materials,2020,267. 
[9] Omoding N,Cunningham L,Lane-Serff G F. Review of Concrete Resistance to Abrasion by Waterborne Solids[J]. Aci Materials Journal,2020,117(3):41-52. 
[10] Wu R,Xia J,Chen K,et al. Spatiotemporal interpolation of surface chloride content for marine RC structures based on non-uniform spatiotemporal Kriging interpolation method[J]. Structural safety,2023,103.
[11] 材料耐磨抗蚀及其表面技术丛书编委会. 材料的冲蚀磨损与微动磨损[M]. 机械工业出版社,1987. 
[12] GB/T 50082-2009,普通混凝土长期性能和耐久性能试验方法标准[S].
[13] Ismaeil R H,Hilo A N,Al-Gasham T S. Review of Abrasion Mechanisms and Influential Variables on The Disintegration Resistance of Concrete[J]. IOP Conference Series:Materials Science and Engineering,2021,1058(1):012056 (10pp).
[14] DL/T 5150-2017,水工混凝土试验规程[S].
[15] 张辉. 含沙水流特性对磨蚀破坏的研究[D]. 天津:天津大学,2019.
[16] Kaplan G,Bayraktar O Y,Gholampour A,et al. Mechanical and durability properties of steel fiber‐reinforced concrete containing coarse recycled concrete aggregate[J]. Structural Concrete,2021,22(5): 2791-2812. 
[17] Bahrami N,Zohrabi M,Mahmoudy S A,et al.  Optimum recycled concrete aggregate and micro-silica content in self-compacting concrete:Rheological,mechanical and microstructural properties[J].  Journal of Building Engineering,2020,31:101361.
PDF(1434 KB)

Accesses

Citation

Detail

Sections
Recommended

/