Incorporating geranium plant waste into ultra-high performance concrete prepared with crumb rubber as fine aggregate in the presence of polypropylene fibers

被引:0
|
作者
Alateah, Ali H. [1 ]
机构
[1] Univ Hafr Al Batin, Coll Engn, Dept Civil Engn, POB 1803, Hafar al Batin 39524, Saudi Arabia
关键词
ultra-high performance concrete; microstructure; polypropylene fibers; concrete mechanical properties; durability; geranium waste ash; RICE HUSK ASH; BLAST-FURNACE SLAG; MECHANICAL-PROPERTIES; DURABILITY PROPERTIES; GEOPOLYMER CONCRETE; STRENGTH; MICROSTRUCTURE; UHPC; PERMEABILITY; METAKAOLIN;
D O I
10.1515/rams-2024-0061
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
This research examines the efficiency of ultra-high-performance concrete (UHPC) when utilizing geranium plant (GP) ash, which is subjected to different curing temperatures ranging from 300 to 900 degrees C for 3 h of burning time. The GP ash is used as a replacement for cement in varying amounts (10, 20, 30, 40, and 50 wt%). Crumb rubber powder is utilized as a substitute for fine aggregate. Polypropylene fibers have been used to improve concrete performance. The performance of UHPC is evaluated by assessing its mechanical qualities, such as flexural strength, splitting tensile strength, and compressive strength. The sorptivity test is also evaluated as a component of it. Scanning electron microscopy is used to analyze UHPC after exposure to temperatures as high as 900 degrees C. The findings demonstrated a notable enhancement in the mechanical characteristics of all mixtures. The most favorable mixtures were achieved with proportions of 50, 40, 40, and 20% for mixtures including GP waste incinerated at temperatures ranging from 300 to 900 degrees C. Furthermore, the optimal outcome is achieved when 40% substitution is performed at a temperature of 700 degrees C, resulting in notable enhancements of 14% in compressive strength, 30% in flexural strength, and 17% splitting tensile strength, respectively. At a high temperature of 700 degrees C, the decrease in strength increased to approximately 37-40% as a result of the initial removal of carbon dioxide from calcite at temperatures ranging from 600 to 900 degrees C and reached 56% at 900 degrees C. Great resistance to sorptivity, as well as a dense and compact microstructure with a high content of calcium and silicon, was obtained.
引用
收藏
页数:16
相关论文
共 50 条
  • [21] Effects of steel fibers and concrete strength on flexural toughness of ultra-high performance concrete with coarse aggregate
    Wang, Shangwei
    Zhu, Haitang
    Liu, Fan
    Cheng, Shengzhao
    Wang, Bo
    Yang, Lin
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2022, 17
  • [22] Utilizing sugar factory lime waste and crumb rubber for sustainable Ultra-High-Performance Concrete
    Bahrami, Hossein
    Mazaheri, Hamid
    Bayat, Arash
    Parvari, Ali
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 20
  • [23] Development of an environmental Ultra-High Performance Concrete (UHPC) incorporating carbonated recycled coarse aggregate
    Leng, Yong
    Rui, Yu
    Zhonghe, Shui
    Dingqiang, Fan
    Jinnan, Wang
    Yonghuan, Yu
    Qiqing, Luo
    Xiang, Hong
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 362
  • [24] Mechanisms of autogenous shrinkage for Ultra-High Performance Concrete (UHPC) prepared with pre-wet porous fine aggregate (PFA)
    Liu, Kaizhi
    Long, Yong
    Chen, Luyi
    Ling, Xuan
    Yu, Rui
    Shui, Zhonghe
    Fei, Shunxin
    Yu, Wenzhi
    Li, Chen
    Ge, Keyu
    JOURNAL OF BUILDING ENGINEERING, 2022, 54
  • [25] Utilization of fibers in ultra-high performance concrete: A review
    Gong, Jihao
    Ma, Yuwei
    Fu, Jiyang
    Hu, Jie
    Ouyang, Xiaowei
    Zhang, Zuhua
    Wang, Hao
    COMPOSITES PART B-ENGINEERING, 2022, 241
  • [26] Influence of industrial-grade graphene oxide on macro and micro properties of ultra-high performance concrete incorporating recycled fine aggregate
    Cheng, Shukai
    Chen, Kang
    Wu, Qiaoyun
    Chen, Xuyong
    Zhao, Cheng
    Wu, Ziyang
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 417
  • [27] Abrasion resistance of ultra-high performance concrete with coarse aggregate
    Yalin Liu
    Ya Wei
    Materials and Structures, 2021, 54
  • [28] Abrasion resistance of ultra-high performance concrete with coarse aggregate
    Liu, Yalin
    Wei, Ya
    MATERIALS AND STRUCTURES, 2021, 54 (04)
  • [29] Fiber Reinforced Concrete with Natural Plant Fibers-Investigations on the Application of Bamboo Fibers in Ultra-High Performance Concrete
    Bittner, Can Mark
    Oettel, Vincent
    SUSTAINABILITY, 2022, 14 (19)
  • [30] Effects of geometry and fraction of polypropylene fibers on permeability of ultra-high performance concrete after heat exposure
    Li, Ye
    Zhang, Yao
    Yang, En-Hua
    Tan, Kang Hai
    CEMENT AND CONCRETE RESEARCH, 2019, 116 : 168 - 178