Study on self-curing concrete using Polyethylene Glycol 600 for highway infrastructure project

被引:1
|
作者
Makendran C. [1 ]
机构
[1] Department of Civil Engineering, National Institute of Technology, Tiruchirappalli
来源
关键词
Ethiopia; Infrastructure projects; Polyethylene Glycol 600; Self-Curing Concrete;
D O I
10.1016/j.matpr.2023.02.316
中图分类号
学科分类号
摘要
In the present study, the self-curing process has been employed as an alternative to the conventional curing process of concrete. Water plays a very vital role in the manufacture and curing of concrete in infrastructure projects. Water quality is mandatory for the normal curing process in a period of 28 days for cement hydration and to attain strengths. Due to the scarcity of water, curing of the concrete is a difficult task in infrastructure projects in Ethiopia. In this regard, introduce Polyethylene Glycol (PEG 600) chemical as a self-curing solvent for bridge infrastructure projects in Ethiopia. For the M50 grade mix, three different PEG 600 percentages (0.5, 1.0, 1.5, and 2.0) by weight of the cement have been designed. Finally, specimens were tested and compared to normal and self-cured concrete for mechanical strength properties. The highest possible strength was achieved by adding 1.5 % PEG 600. The results achieved a compressive strength of 58.21 N/mm2. The results achieved a flexural strength of 6.01 N/mm2 and the highest possible strength was attained by adding 1.5 % PEG 600. The results achieved a split tensile strength of 3.9 N/mm2. © 2023
引用
收藏
页码:1677 / 1682
页数:5
相关论文
共 50 条
  • [1] Use of polyvinyl alcohol and polyethylene glycol as self-curing agents for concrete pavement
    Dharani, N.
    Nivitha, M. R.
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2024, 28 (10) : 2244 - 2264
  • [2] Self-curing concrete with different self-curing agents
    Sastry, K. V. S. Gopala Krishna
    Kumar, Putturu Manoj
    INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN MATERIALS, MECHANICAL AND CIVIL ENGINEERING, 2018, 330
  • [3] Examination of the Physical-Mechanical Properties of Sustainable Self-Curing Concrete Using Crushed Ceramic, Volcanic Powder, and Polyethylene Glycol
    Etman, Hassan M.
    Elshikh, Mohamed M. Yousry
    Kaloop, Mosbeh R.
    Hu, Jong Wan
    Abd ELMohsen, Ibrahim
    SUSTAINABILITY, 2024, 16 (11)
  • [4] A review on self-curing concrete
    Lokeshwari, M.
    Bandakli, B. R. Pavan
    Tarun, S. R.
    Sachin, P.
    Kumar, Venkat
    MATERIALS TODAY-PROCEEDINGS, 2021, 43 : 2259 - 2264
  • [5] Experimental and Analytical Study on Properties of Self-Curing Concrete
    Sowdambikai, S.
    Vijayaprabha, C.
    Prakash, R.
    Ravathi, M. C.
    THIRD INTERNATIONAL CONFERENCE ON MATERIAL SCIENCE, SMART STRUCTURES AND APPLICATIONS (ICMSS 2020), 2021, 2327
  • [6] Comparative studies on conventional concrete and self-curing concrete
    Kumar, Aegula Shravan
    Gopi, R.
    Murali, K.
    MATERIALS TODAY-PROCEEDINGS, 2021, 46 : 8790 - 8794
  • [7] Microstructure and durability characteristics of self-curing concrete
    El-Dieb, Amr S.
    El-Maaddawy, Tamer A.
    Al-Sallamin, Abdelrahman
    CONSTRUCTION MATERIALS AND STRUCTURES, 2014, : 276 - 283
  • [8] Performance of self-curing concrete as affected by different curing regimes
    El-Dieb, A. S.
    El-Maaddawy, T. A.
    ADVANCES IN CONCRETE CONSTRUCTION, 2020, 9 (01) : 33 - 41
  • [9] Effect of polyethylene glycol as self curing agent in self-compacting concrete
    Giri, P. Swamy Naga Ratna
    Kumar, G. Rajesh
    Chand, M. Sri Rama
    Kumar, P. Rathish
    CEMENT WAPNO BETON, 2017, 22 (01): : 28 - 40
  • [10] MECHANISM OF CRACK SELF-CURING BIONIC CONCRETE
    Hou, Ziyi
    Tang, Jing
    PROCEEDINGS OF THE 3RD INTERNATIONAL CONFERENCE ON THE CONCRETE FUTURE, 2008, : 233 - +