The rainstorm waterlogging resistance of a novel fiber-reinforced self-compacting recycled pervious concrete after freeze-thaw cycles

被引:11
|
作者
Shi, Zhihao [1 ,3 ]
Zhu, Pinghua [1 ]
Yan, Xiancui [1 ]
Yang, Lei [1 ]
Qiao, Sen [2 ]
Li, Haiyan [2 ]
机构
[1] Changzhou Univ, Dept Civil Engn, Changzhou 213164, Jiangsu, Peoples R China
[2] Shandong Yongfu Construct Grp Co LTD, Zaozhuang 277100, Shandong, Peoples R China
[3] 21 Gehu Middle Rd, Changzhou, Jiangsu, Peoples R China
来源
关键词
Pervious concrete; Artificial pore channel; Steel fiber; Freeze-thaw cycles; Rainstorm waterlogging; PERFORMANCE EVALUATION; DURABILITY; STEEL; MODEL; PAVEMENTS;
D O I
10.1016/j.jobe.2024.108820
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The poor permeability of pervious concrete after freeze-thaw (F -T) cycles is a difficult issue in the face of frequent extreme rainstorms, causing urban rainstorm waterlogging problems (stagnant water depth exceeds 150 mm). A novel fiber-reinforced self-compacting recycled pervious concrete (NSPC) with low tortuosity artificial pore channel (APC) is a pervious material with high permeability and strength, and has potential application in pervious pavement at the coupling action of F -T cycles and rainstorm. In this study, the frost resistance, mechanical properties and permeability of C60 NSPC (pore diameter of 3 mm, porosity of 1.13%) with various steel fiber contents (0 vol%, 0.5 vol%, 1 vol%, 1.5 vol% and 2 vol%) were investigated, and then the rainstorm waterlogging resistance of NSPC after 300 F -T cycles was examined under 20-, 50- and 100-year rainstorm. Results showed that the macroscopic destruction of NSPC surface after F -T cycles always started near the APCs, and the existence of APCs aggravated the mass loss and the decrease of the relative dynamic modulus of elasticity. As the increase of steel fiber content, the compressive strength loss of NSPC decreased first and then increased after F -T cycles. The use of steel fiber enhanced the integrality inside the APCs of NSPC and reduced the APC clogging rate, which improved hydraulic-conductivity properties after F -T cycles. After 300 F -T cycles, NSPC with 2% steel fiber achieved an excellent rainstorm waterlogging resistance (stagnant water depth of 0 mm), regardless of the rainstorm return period. Through F -T damage analysis, in order to cope with waterlogging, the maximum FT failure thresholds of NSPC to prevent stagnant water of 50, 70 and 100 mm are 0.097, 0.125 and 0.161 respectively, equivalent to 196, 243 and 264 F -T cycles. This study designed a NSPC that can dissipate stagnant water after F -T cycles, which provided a promising route towards solving urban rainstorm waterlogging.
引用
收藏
页数:16
相关论文
共 50 条
  • [21] Study on the impact resistance of steel fiber-reinforced self-compacting concrete after high temperature
    Zhuang, Jinping
    Ni, Peijie
    Chen, Jianxing
    Wu, Minghao
    STRUCTURES, 2023, 57
  • [22] Durability evaluation and lifetime prediction of recycled coarse aggregate self-compacting concrete after freeze-thaw and sulfate erosion coupling
    Zheng, Chuanlei
    Wan, Shunyin
    Zong, Zhouhong
    MATERIALS TODAY COMMUNICATIONS, 2024, 39
  • [23] Dynamic behavior of fiber-reinforced soil under freeze-thaw cycles
    Orakoglu, Muge Elif
    Liu, Jiankun
    Niu, Fujun
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2017, 101 : 269 - 284
  • [24] The influence of freeze-thaw cycles on the unconfined compressive strength of fiber-reinforced
    Ghazavi, Mahmoud
    Roustaie, Mahya
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2010, 61 (2-3) : 125 - 131
  • [25] Effect of nano-clay on the freeze-thaw resistance of self-compacting concrete containing mineral admixtures
    Langaroudi, Mir Alimohammad Mirgozar
    Mohammadi, Yaghoub
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2022, 26 (02) : 481 - 500
  • [26] Strength, permeation, freeze-thaw resistance, and microstructural properties of self-compacting concrete containing sandstone waste
    Basu, Prarthita
    Thomas, Blessen Skariah
    Gupta, Ramesh Chandra
    Agrawal, Vinay
    JOURNAL OF CLEANER PRODUCTION, 2021, 305
  • [27] Effect of basalt fiber on the freeze-thaw resistance of recycled aggregate concrete
    Ding, Yahong
    Guo, Shuqi
    Zhang, Xianggang
    Zhang, Meixiang
    Wu, Jun
    COMPUTERS AND CONCRETE, 2021, 28 (02): : 115 - 127
  • [28] Mechanical and durability evaluation of fiber-reinforced self-compacting concrete
    Yehia, Sherif
    Douba, AlaEddin
    Abdullahi, Omar
    Farrag, Sharef
    CONSTRUCTION AND BUILDING MATERIALS, 2016, 121 : 120 - 133
  • [29] Lightweight panels of steel fiber-reinforced self-compacting concrete
    Barros, Joaquim
    Pereira, Eduardo
    Santos, Simao
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2007, 19 (04) : 295 - 304
  • [30] Underwater abrasion of steel fiber-reinforced self-compacting concrete
    Abid, Sallal R.
    Hilo, Ali N.
    Ayoob, Nadheer S.
    Daek, Yasir H.
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2019, 11