Effect of wastes and admixtures on compressive strength of concrete

被引:8
|
作者
Sharma, Rachit [1 ]
机构
[1] NIT Jalandhar, Dept Civil Engn, Jalandhar, Punjab, India
关键词
Construction demolition waste; Waste foundry sand; Superplasticizer; Fiber; Silica fume; Compressive strength; RECYCLED AGGREGATE CONCRETE; SPENT FOUNDRY-SAND; MECHANICAL-PROPERTIES; SILICA FUME; DEMOLITION WASTE; FLY-ASH; PARTIAL REPLACEMENT; CURING CONDITIONS; BOTTOM ASH; PERFORMANCE;
D O I
10.1108/JEDT-01-2020-0031
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Purpose This paper presents the effects of replacing fine aggregate (FA) with waste foundry sand (WFS) in natural aggregate and construction waste aggregate concrete specimens without and with superplasticizer (SP), silica fume (SF) and fiber (F) to solve the disposal problems of various wastes along with saving the environment. This study aims to investigate the effect of construction waste, WFS along with additives on the stress-strain behavior and development of compressive strength with age. Design/methodology/approach The various concrete specimen were prepared in mix proportion of 1: 2: 4 (cement (C): sand: coarse aggregate). The water-cement ratio of 0.5 (decreased by 10% for samples containing SP) to grading 1: 2: 4 under air-dry condition was adopted in the preparation of concrete specimens. The compressive strength of various concrete specimen were noticed for 3, 7 and 28 days by applying load through universal testing machine. Findings Upon adding construction and demolition waste aggregates, the compressive strength of concrete after 28 days was comparable to that of the control concrete specimen. An enhancement in the value of compressive strength is perceived when FA is replaced with WFS to the extent of 10%, 20% and 30%. If both construction and demolition waste aggregate and WFS replacing FA are used, the compressive strength increases. When FA is interchanged with WFS in natural aggregate or construction demolition waste aggregate concrete including usage of SF or F, the compressive strength improves significantly. Further, when construction and demolition waste aggregate and WFS replacing FA including SP are used, the compressive strength improves marginally compared to that of control specimen. The rate of strength development with age is observed to follow similar trend as in control concrete specimen. Therefore, construction and demolition waste and or WFS can be used effectively in concrete confirming an improvement in strength. Originality/value The utilization of these wastes in concrete will resolve the problem of their disposal and save the environment.
引用
收藏
页码:219 / 244
页数:26
相关论文
共 50 条
  • [21] Effect of using mineral admixtures and ceramic wastes as coarse aggregates on properties of ultrahigh-performance concrete
    Amin, Mohamed
    Tayeh, Bassam A.
    Agwa, Ibrahim Saad
    JOURNAL OF CLEANER PRODUCTION, 2020, 273
  • [22] Effect of steam curing system on compressive strength of recycled aggregate concrete
    Chen, Yuzhi
    Ning, Yingjie
    Chen, Xudong
    Xuan, Weihong
    Tang, Jianhui
    REVIEWS ON ADVANCED MATERIALS SCIENCE, 2024, 63 (01)
  • [23] The effect of silica fume admixture on the compressive strength of the cellular lightweight concrete
    Suryanita, Reni
    Maizir, Harnedi
    Zulapriansyah, Rizki
    Subagiono, Yon
    Arshad, Mohd Fadzil
    RESULTS IN ENGINEERING, 2022, 14
  • [24] Effect of silica fume on compressive strength of oil-polluted concrete in different marine environments
    Shahrabadi, Hamid
    Sayareh, Sina
    Sarkardeh, Hamed
    CHINA OCEAN ENGINEERING, 2017, 31 (06) : 716 - 723
  • [25] Study of flexural strength of concrete containing mineral admixtures based on machine learning
    Li, Yue
    Liu, Yunze
    Lin, Hui
    Jin, Caiyun
    SCIENTIFIC REPORTS, 2023, 13 (01)
  • [26] The effect of inadequate compaction on compressive strength of concrete exposed to elevated temperature
    Gonen, T.
    SCIENTIA IRANICA, 2016, 23 (01) : 114 - 121
  • [27] Effect of Mix Constituents and Curing Conditions on Compressive Strength of Sustainable Self-Consolidating Concrete
    Mohamed, Osama Ahmed
    SUSTAINABILITY, 2019, 11 (07)
  • [28] The Influence and Application of Slag, Fly Ash, and Limestone Flour on Compressive Strength of Concrete Based on the Concrete Compressive Strength Development over Time (CCSDOT) Model
    Zheng, Jian
    Liu, Guohua
    APPLIED SCIENCES-BASEL, 2020, 10 (10):
  • [29] Residual compressive strength of concrete after exposure to high temperatures: A review and probabilistic models
    Shahraki, Marzieh
    Hua, Nan
    Elhami-Khorasani, Negar
    Tessari, Anthony
    Garlock, Maria
    FIRE SAFETY JOURNAL, 2023, 135
  • [30] Efficiency of mineral admixtures in concrete: Microstructure, compressive strength and stability of hydrate phases
    Duan, Ping
    Shui, Zhonghe
    Chen, Wei
    Shen, Chunhua
    APPLIED CLAY SCIENCE, 2013, 83-84 : 115 - 121