Potential of industrial By-Products based geopolymer for rigid concrete pavement application

被引:41
作者
Tahir, Muhammad Faheem Mohd [1 ,2 ]
Abdullah, Mohd Mustafa Al Bakri [1 ,2 ]
Abd Rahim, Shayfull Zamree [2 ,3 ]
Hasan, Mohd Rosli Mohd [4 ]
Saafi, Mohamed [5 ]
Jaya, Ramadhansyah Putra [6 ]
Mohamed, Rosnita [2 ]
机构
[1] Univ Malaysia Perlis, Fac Chem Engn Technol, Perlis 01000, Malaysia
[2] Univ Malaysia Perlis, Ctr Excellence Geopolymer & Green Technol CEGeoGT, Perlis 01000, Malaysia
[3] Univ Malaysia Perlis, Fac Mech Engn Technol, Perlis 01000, Malaysia
[4] Univ Sains Malaysia USM, Sch Civil Engn, Engn Campus, Pulau 14300, Pinang, Malaysia
[5] Univ Lancaster, Dept Engn, Lancaster LA1 4YR, England
[6] Univ Malaysia Pahang, Coll Engn, Dept Civil Engn, Kuantan 26300, Pahang, Malaysia
关键词
Rigid concrete pavement; Geopolymer; Industrial by-product; FLY-ASH GEOPOLYMER; BLAST-FURNACE SLAG; MECHANICAL-PROPERTIES; PORTLAND-CEMENT; STRENGTH DEVELOPMENT; REPAIR MATERIAL; MORTAR; CLAY; CONSTRUCTION; MICROSTRUCTURE;
D O I
10.1016/j.conbuildmat.2022.128190
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Rigid pavements are less expensive than flexible pavements and have a 20-year service life, making them more suitable for areas with weak subgrade soil and poor drainage. However, the use of rigid pavements comes at the expense of the environment. The production of cement has caused serious environmental problems, the most serious of which is the emission of carbon dioxide gas (CO2) into the atmosphere, causing natural greenhouse effect and global warming. Sustainable materials aid in the reduction of CO2 emissions as well as the use of natural raw materials in cement production. In the past few decades, significant progress has been made to develop alternative sustainable building materials (such as geopolymer cement/concrete) in order to control CO2 emissions. Numerous studies have found that geopolymer is comparable to ordinary Portland cement (OPC) in terms of strength and chemical resistance. However, only a few studies have been done on the usage of geopolymer as a rigid pavement. From the review that has been done, it can be concluded that, in addition to high strength, the requirements for rigid pavement concrete material should include fast setting time, good workability and high durability. The review emphasized that geopolymers have been proven to have excellent strength, durability and processability which fulfil the requirement for rigid pavement application. Finally, this review also introduces future research opportunities regarding the potential of geopolymers as an alternative to OPC for rigid pavements.
引用
收藏
页数:18
相关论文
共 144 条
[1]   Crushed brick blends with crushed rock for pavement systems [J].
Aatheesan, T. ;
Arulrajah, A. ;
Bo, M. W. ;
Vuong, B. ;
Wilson, J. .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WASTE AND RESOURCE MANAGEMENT, 2010, 163 (01) :29-35
[2]   Fatigue analysis of rice husk ash and basalt fibre-based sustainable geopolymer concrete in rigid pavements [J].
Abbass, Mahapara ;
Singh, Gyanendra .
MATERIALS TODAY-PROCEEDINGS, 2021, 45 :5014-5022
[3]   Effects of elevated temperatures on the thermal behavior and mechanical performance of fly ash geopolymer paste, mortar and lightweight concrete [J].
Abdulkareem, Omar A. ;
Al Bakri, A. M. Mustafa ;
Kamarudin, H. ;
Nizar, I. Khairul ;
Saif, Ala'eddin A. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 50 :377-387
[4]  
Abdullah A.S.M., 2018, J. Eng. Sci. (JES), V46, P1
[5]   The relationship of NaOH Molarity, Na2SiO3/NaOH Ratio, Fly Ash/Alkaline Activator Ratio, and Curing Temperature to the Strength of Fly Ash-Based Geopolymer [J].
Abdullah, M. M. A. ;
Kamarudin, H. ;
Mohammed, H. ;
Nizar, I. Khairul ;
Rafiza, A. R. ;
Zarina, Y. .
MECHATRONICS AND MATERIALS PROCESSING I, PTS 1-3, 2011, 328-330 :1475-+
[6]   A review on the utilization of fly ash [J].
Ahmaruzzaman, M. .
PROGRESS IN ENERGY AND COMBUSTION SCIENCE, 2010, 36 (03) :327-363
[7]  
Al Bakri AMM, 2012, ACI MATER J, V109, P503
[8]   Bond strength of PCC pavement repairs using metakaolin-based geopolymer mortar [J].
Alanazi, Hani ;
Yang, Mijia ;
Zhang, Dalu ;
Gao, Zhili .
CEMENT & CONCRETE COMPOSITES, 2016, 65 :75-82
[9]  
[Anonymous], 2016, CERAM INT, V42, P15367
[10]  
[Anonymous], 2014, J CLEAN PROD, V83, P294