PDF(953 KB)
Tailoring Binder Composition and Gra dation for Early-Age Strength Enhancement and Crack Resistance in Tunnel-Lining Concrete
SHI Wen-guang, SHANG Hong-bin, YI Xiao-jun, ZHAO Gang, YAN Jun-nan, ZHANG Chao, ZHU Wen, ZHANG Tong-sheng
Journal of Changjiang River Scientific Research Institute ›› 0
PDF(953 KB)
PDF(953 KB)
Tailoring Binder Composition and Gra dation for Early-Age Strength Enhancement and Crack Resistance in Tunnel-Lining Concrete
The lining of hydraulic tunnels is a thin-walled, strongly constrained structure and its concrete is prone to shrinkage cracking at early age, which affects its durability. Although the incorporation of traditional mineral admixtures can reduce shrinkage deformation, it delays the development of early strength and cannot effectively improve the crack resistance of concrete. In this study, ultrafine mineral powder was introduced to optimize the composition and particle gradation of cementitious materials, and its effects on the paste's working performance, as well as concrete's mechanical properties and crack resistance, were investigated. The test results show that the 3-d compressive strength of concrete increases by 6.9%, and the splitting tensile strength increases by 18.0%. After 7 days of drying, the risk coefficient of cracking decreased by more than 9 %, the thickness of liquid film decreased by 6.3%, the thickness of interfacial transition zone decreased by 30%, the microscopic elastic modulus increased by 10%, and the crack resistance was significantly improved. In this study, the early strength and crack resistance of concrete were improved simultaneously by optimizing the physical filling effect and activity regulation of cementitious materials, which provided theoretical bases and technical support for the engineering practice of hydraulic tunnels.
water conveyance tunnel / lining concrete / ultra-fine slag / crack resistance / particle gradation
| [1] |
钮新强, 吴永妍, 王磊, 等. 高质量建设国家水网工程的思考与建议[J]. 中国工程科学. 2024, 26(6): 108-119.
(
|
| [2] |
王梦晗, 严登华, 张鑫, 等. 水网工程高质量发展若干关键问题的思考[J]. 水资源保护. 2025, 41(1): 35-41.
(
|
| [3] |
|
| [4] |
|
| [5] |
王浩宇, 李鹏飞, 聂鼎. 水工隧洞衬砌混凝土多尺度开裂机理及防裂技术研究进展[J]. 重庆交通大学学报(自然科学版). 2024, 43(12): 27-40.
(
|
| [6] |
方朝阳, 段亚辉, 董家领, 等. 考虑温度荷载作用的白鹤滩隧洞衬砌拆模时间研究[J]. 武汉大学学报(工学版). 2022, 55(7): 660-666.
(
|
| [7] |
杨蒙, 覃茜, 杨旭, 等. 滇中引水工程隧洞衬砌施工期温控措施[J]. 长江科学院院报. 2024, 41(10): 175-182.
(
|
| [8] |
|
| [9] |
|
| [10] |
|
| [11] |
|
| [12] |
|
| [13] |
|
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
SL/T 352-2020,水工混凝土试验规程[S]. 北京: 中国建筑工业出版社, 2002.
(
|
| [18] |
|
| [19] |
CCES 01-2004, 混凝土结构耐久性设计与施工指南[S]. 北京: 中国建筑工业出版社, 2005.
(CCES 01-2004,Guide to Durability Design and Constructionof Reinforced Structures, Code for Design of Concrete Structures[S]. Beijing: China Architecture Industry Press, 2005. (in Chinese))
|
| [20] |
|
| [21] |
|
| [22] |
曹立学, 郭君华, 张磊, 等. 混凝土早期抗裂性能测试方法综述[J]. 硅酸盐通报, 2020, 39(10): 3078-3089.
(
|
| [23] |
|
| [24] |
|
| [25] |
|
| [26] |
|
| [27] |
|
/
| 〈 |
|
〉 |