Experimental investigation on characterizations of gas permeability for ultra-high performance concrete

被引:1
|
作者
Tan, Xingyu [1 ]
Liu, Luming [1 ]
Hu, Zhihao [1 ]
Huang, Zhengyu [1 ]
机构
[1] Hunan Univ, Coll Civil Engn, Changsha 410082, Peoples R China
来源
关键词
Permeability characterizations; Ultra-high performance concrete; Gas permeability coefficient; Microstructure; Regression model; FIBER; MICROSTRUCTURE; NANOMATERIALS; POLYPROPYLENE; DURABILITY; INCLUSION; EVOLUTION; STRENGTH; UHPC;
D O I
10.1016/j.jobe.2024.109652
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The aim of this study was to characterize the gas permeability of ultra-high performance concrete (UHPC) and establish the corresponding estimation methods to guide counterpart permeability control and durability design. This paper presents the findings of an experimental study on 33 groups of specimens parameterized by the water -binder ratio, curing regimes, and inclusions of silica fume, steel fibers, polypropylene fibers, coarse aggregates, and nanomaterials using a nitrogen-based CEMBUREAU methodology. Mercury intrusion porosimetry, scanning electron microscopy, and backscattering electron microscopy were conducted to scrutinize the pore structure and microscopic morphology of UHPC to reveal the corresponding mechanism. Regression models for the intrinsic gas permeability coefficients of UHPC were developed, considering the effects of the experimental parameters. The results reveal that the intrinsic gas permeability coefficient of UHPC does not exceed 1.32 x 10 -19 m 2 at a standard curing age of 90 d. A lower water -binder ratio and the incorporation of silica fume can decrease the intrinsic gas permeability coefficient of the UHPC matrix, owing to a decrease in the internal capillary pore volume and a denser microstructure. The inclusion of steel fibers, polypropylene fibers, and coarse aggregates can significantly increase the gas permeability of UHPC. This is caused by the creation of interfacial transition zones with pores and microcracks, facilitating the formation of gas pathways in the UHPC matrix. The incorporation of nanomaterials, including nano-SiO 2 and nano-CaCO 3 , can decrease the intrinsic gas permeability coefficient to lower than 10 -22 m 2 , owing to the role of the fine particles in improving the density of the microstructure. Compared to standard curing at a temperature of 20 +/- 2 degrees C and a relative humidity higher than 95 %, heat treatment at 90 degrees C exhibits superior improvement of the gas permeability by accelerating the hydration process. The nitrogen-based CEMBUREAU methodology is considered feasible for the development of a standard test protocol, and the proposed regression models well reflecting the influences of various test parameters can be used in the gas permeability control of UHPC.
引用
收藏
页数:19
相关论文
共 50 条
  • [1] Experimental research on gas permeability of ultra high performance concrete
    Hu, Zhihao
    Huang, Zhengyu
    Liu, Luming
    Journal of Railway Science and Engineering, 2022, 19 (01) : 141 - 150
  • [2] Characterizations of autogenous and drying shrinkage of ultra-high performance concrete (UHPC): An experimental study
    Xie, T.
    Fang, C.
    Ali, M. S. Mohamad
    Visintin, P.
    CEMENT & CONCRETE COMPOSITES, 2018, 91 : 156 - 173
  • [3] Ultra-high performance steel fibers concrete corbels: Experimental investigation
    Ridha, Maha M. S.
    Al-Shafi'i, Nagham T. H.
    Hasan, Milad M.
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2017, 7 : 180 - 190
  • [4] Experimental investigation on the behaviour of reinforced concrete slabs strengthened with ultra-high performance concrete
    Hor, Yin
    Teo, Wee
    Kazutaka, Shirai
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 155 : 463 - 474
  • [5] Experimental investigation of ultra-high performance concrete slabs under contact explosions
    Li, Jun
    Wu, Chengqing
    Hao, Hong
    Wang, Zhongqi
    Su, Yu
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2016, 93 : 62 - 75
  • [6] Experimental investigation on the autogenous shrinkage of steam cured ultra-high performance concrete
    Shen, Peiliang
    Lu, Linnu
    He, Yongjia
    Rao, Meijuan
    Fu, Zedong
    Wang, Fazhou
    Hu, Shuguang
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 162 : 512 - 522
  • [7] Experimental investigation on leaching behavior of ultra-high performance concrete submitted to a flow environment
    Liang, Tao
    Zhou, Jikai
    Wu, Qingqing
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 372
  • [8] Experimental and numerical investigation on punching behavior of ultra-high performance concrete flat slabs
    Yehia, Ebtisam
    Khalil, Ayman Hussein
    Mostafa, Ezz-Eldin
    El-Nazzer, Mahmoud Abdelfattah
    AIN SHAMS ENGINEERING JOURNAL, 2023, 14 (10)
  • [9] Strategies for Enhancing Self-Healing in Ultra-High Performance Concrete: An Experimental Investigation
    Khan, Muhammad Adeel
    Chen, Weizhen
    Zhang, Boshan
    Badar, Jahangir
    Rui, Zhao
    COMPUTATIONAL AND EXPERIMENTAL SIMULATIONS IN ENGINEERING, ICCES 2024-VOL 2, 2025, 173 : 814 - 824
  • [10] Experimental investigation of moment redistribution in ultra-high performance fibre reinforced concrete beams
    Visintin, P.
    Ali, M. S. Mohamad
    Xie, T.
    Sturm, A. B.
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 166 : 433 - 444