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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (3): 948-959.

所属专题: 资源综合利用

• 资源综合利用 • 上一篇    下一篇

海水海砂火山渣混凝土断裂性能试验研究

黄一杰, 张靖雪, 田翔升, 殷磊   

  1. 山东科技大学土木工程防灾减灾重点实验室,青岛 266590
  • 收稿日期:2022-11-08 修订日期:2022-12-13 出版日期:2023-03-15 发布日期:2023-03-31
  • 作者简介:黄一杰(1983—),男,博士,副教授。主要从事绿色海洋混凝土的研究。E-mail:302huangyijie@163.com
  • 基金资助:
    国家自然科学基金(51978389,51408346);中国博士后特别资助项目(2016T90641)

Experimental Study on Fracture Properties of Seawater Sea Sand Volcanic Slag Concrete

HUANG Yijie, ZHANG Jingxue, TIAN Xiangsheng, YIN Lei   

  1. Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Scienceand Technology, Qingdao 266590, China
  • Received:2022-11-08 Revised:2022-12-13 Online:2023-03-15 Published:2023-03-31

摘要: 海洋岛礁工程建设面临着取材困难、运输与材料成本昂贵等问题。为此,开发了新型海水海砂火山渣混凝土(SSAC),以推动海工建设的发展。通过混凝土三点弯曲梁断裂试验,探讨了不同缝高比(0.2、0.3、0.4)和组料类型对SSAC断裂力学性能的影响,获取了双K断裂韧度、断裂能与软化曲线等断裂参数的变化规律。结果表明,受粗骨料的影响,采用火山渣的混凝土的荷载-裂缝口张开位移曲线(P-CMOD)与普通混凝土相似,但其下降段更为陡峭。SSAC断裂韧度小于普通混凝土,且均不受缝高比影响。受海水海砂的影响,SSAC的断裂韧度和断裂能较淡水河砂火山渣试件分别提高14.30%和6.77%。基于试验数据,推导得出考虑组料影响的双K断裂韧度与软化关系计算公式,计算结果与试验结果吻合良好。

关键词: 海水海砂火山渣混凝土, 断裂性能, K断裂韧度, 断裂能, 软化曲线, P-CMOD曲线

Abstract: There are many problems in the construction of ocean islands and reefs, including the shortage of materials, high cost of transportation and materials. Therefore, a new type of seawater sea sand volcanic slag concrete (SSAC) was developed to promote the development of marine construction. Through the notched three-point bending beam test, the influences of different initial notch-to-depth ratio (0.2, 0.3 and 0.4) and concrete mix component types on the fracture mechanical properties of SSAC were analyzed. The variations of fracture parameters, such as double K fracture toughness, fracture energy and softening curve were also obtained. The results indicate that the load-crack mouth opening displacement (P-CMOD) curve of concrete with volcanic slag coarse aggregate is similar to that of ordinary concrete, but the descending section of volcanic slag concrete P-CMOD curve becomes steep due to the effects of coarse aggregates. The fracture toughness of SSAC is smaller than that of ordinary concrete, and it is not affected by the initial notch-to-depth ratio. Under the influence of seawater and sea sand, the fracture toughness and fracture energy of SSAC are 14.30% and 6.77% higher than that of fresh water river sand volcanic slag concrete. Based on experimental data, the analytical expressions of double K fracture toughness and softening considering the influence of concrete mix component are established. The calculation results are in line with the test ones.

Key words: seawater sea sand volcanic slag concrete, fracture property, double-K fracture toughness, fracture energy, softening curve, P-CMOD curve

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