
Radhwan AlzeebareeDuhok Polytechnic University | DPU · AKRE TECHNICAL INSTITUTE
Radhwan Alzeebaree
Doctor of Engineering/Construction Materials/PhD Lecturer at Duhok Polytechnic University
About
40
Publications
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Citations since 2017
Introduction
I am an Academic Researcher in Duhok Polytechnic University, Duhok, Iraq. I got a bachelor's degree in Civil Engineering, the University of Mosul, Iraq (1998-2002), MSc and Ph.D. degrees in civil engineering-construction materials, University of Gaziantep, Turkey (2012-2018). Specialized in materials technology, Nanomaterials, High strength, and high ductility materials, Fiber-reinforced Polymer (FRP) Technology, Carbon Fiber-reinforced Polymer (CFRP), Basalt Fiber-reinforced Polymer (BFRP), Sulfuric Acid Attack, Magnesium Sulfate Attack, Seawater Attack, Engineered Cementitious Composite, Geopolymer Concrete, Self-compacting Geopolymer Concretes, Light-weight Concretes, and eco-friendly materials.
Publications
Publications (40)
In this study, the effect of nano silica on the short term severe durability performance of fly ash based geopolymer concrete (GPC) specimens was investigated. Four types of GPC were produced with two types of low calcium fly ashes (FAI and FAII) with and without nano silica, and ordinary Portland cement concrete (OPC) concrete was also cast for re...
In this study, the effects of sulphuric acid on the mechanical performance and the durability of Engineered Cementitious Composites (ECC) specimens were investigated. The carbon fiber reinforced polymer (CFRP) and basalt fiber reinforced polymer (BFRP) fabrics were used to evaluate the performances of the confined and unconfined ECC specimens under...
In this study, the effects of magnesium sulfate on the mechanical performance and the durability of confined and unconfined geopolymer concrete (GPC) specimens were investigated. The carbon and basalt fiber reinforced polymer (FRP) fabrics with 1-layer and 3-layers were used to evaluate the performances of the specimens under static and cyclic load...
In this study, the performance of Fiber Reinforced Polymer (FRP) confined and unconfined Strain Hardening Cementitious Composite (SHCC) specimens exposed to sulfate attack under static and cyclic loading were investigated. Two types of FRP fabrics (Basalt (BFRP) and Carbon (CFRP)) and two types of fly ash (Low calcium (LCFA) and high calcium (HCFA)...
This study investigates the simultaneous effect of nano-silica and steel fiber on the fresh and hardened state performance of self-compacting geopolymer concretes (SCGC). For this purpose, self-compacting geopolymer concretes without and with nano-silica (0, 1% and 2%), and without and with steel fiber (0, 0.5% and 1%) were produced. Hooked-end ste...
The environmental pollution crisis has infiltrated all aspects of life, making it hard to avoid the hazards. To address this, it is essential to recycle industrial waste through green concrete technology, such as ground-granulated blast furnace slag (S), silica fume, and fly ash (FA). In this study, the effect of nano-alumina (NA) on the fresh and...
Sustainability in construction materials is a hot topic of research, and alkali-activated materials are believed to be a real alternative to OPC concrete. The manufacturing process of cement emits nearly 8% of CO2 into the atmosphere. This study utilised slag as a base binder in the alkali-activated mortar (AAM). The pumice powder was used as a rep...
This study investigates the simultaneous effect of nano-silica and nano-alumina with and without polypropylene fiber on the chemical-resistant of alkali-activator mortar (AAM) exposed to (5% Sulfuric Acid, 5% Magnesium Sulphate, and 3.5% Sodium chloride) attack. Design-expert software provided the central composite design (CCD) for mixed proportion...
In this study, the mechanical and long-term performance of alkali-activated mortar (AAM) were investigated. In the fresh phase, the flow table and fresh density were evaluated. The compressive and flexural strengths were investigated at 28 and 56 days. In addition, the water absorption, sorptivity, and chemical resistance (sulfuric acid, magnesium...
Utilization of waste materials in the treatment of challenging polluted soils is a cost-effective and environmentally responsible strategy, as it helps to reduce disposal issues created by diverse industrial wastes. The aim of this research is to utilize waste material Ground Granulated Blast Furnace Slag (GGBFS) to enhance several engineering char...
The aim of the present work was to investigate and achieve the optimum compressive strength of self-compacting geopolymer concrete (SCGC). Fly ash (FA) and ground granulated blast furnace slag (GGBFS) are used at different ratios as binder materials to produce the SCGC mixes. Alkaline solution was a mix of sodium silicate and sodium hydroxide. Thre...
This study aims to evaluate the effect of nanosilica (NS) and metakaolin (MK) as binder replacement materials on the fresh and hardened characteristics of slag (GGBS)-based alkali-activated self-compacting concretes (A-ASCC). Therefore, nine A-ASCC mixes, with and without metakaolin, were prepared, as well as mixes with and without NS incorporation...
Blended ground granulated blast slag (GGBS), low-calcium fly ash (FA), nano-silica (NS), and nano alumina (NA) with/without polypropylene fiber (PPF) had a significant effect on the development length of alkali-activated mortar (AAM) cured at various humidity levels and curing ages. This paper presents the behavior of alkali-activated mortar with 5...
Many studies have been conducted to evaluate the mechanical properties of warm-mix asphalt (WMA) mixtures using Natural Zeolite (NZ) and Synthetic Zeolite (SZ) without considering the impact of compaction efforts. In this study, the influence of compaction cycles on the mechanical characteristics of WMA mixtures including NZ & SZ additives, is stud...
Many studies have been conducted to evaluate the mechanical properties of warm-mix asphalt (WMA) mixtures using Natural Zeolite (NZ) and Synthetic Zeolite (SZ) without considering the impact of compaction efforts. In this study, the influence of compaction cycles on the mechanical characteristics of WMA mixtures including NZ & SZ additives, is stud...
The self-compacting geopolymer concrete (SCGC) characteristics with binary and ternary binder materials were studied via experimental data research. Binary and ternary use of fly ash (FA) and ground granulated blast furnace slag (GGBFS) with and without Portland cement (PC) have been studied in the production of SCGC. Therefore, a total of seven SC...
The current study is aimed to evaluate the effect of nanomaterials (nano alumina (NA) and nano silica (NS) on the mechanical and durability performance of fiber-reinforced alkali-activated mortars (FRAAM). Polypropylene fiber (PPF) was added to the binders at 0.5% and 1% of the volume of the alkali-activated mortar (AAM). Design-expert software was...
Geopolymer is a relatively new substance that has sparked a surge of research into nearly every field of geopolymers in recent years. It's still on the verge of becoming a competitive OPC concrete alternative. Mechanical, hardness, and fire resistance properties of geopolymer are exceptional. There has been no/limited research on the effect of fibe...
This paper aims to examine the effect of styrene-butadiene rubber (SBR) polymer incorporation on the performance of no-fine aggregates produced from lightweight concrete. This type of concrete usually utilized for partitions and external walls and infilling panels in framed structures. Three concrete mixtures with varying aggregate/cement ratios (4...
The civil engineering industry is currently facing significant challenges of how to be an eco-friendly industry. The thoughtful utilization of natural resources in construction practices and the usage of recycled materials in the production of concrete can be a solution. In this experimental study, the behavior of recycled aggregate concrete (RAC)...
This study investigates the fresh and hardened state performance of slag-based self-compacting alkali-activated concretes (SCAAC) reinforced with steel fibers (SF) and nano-silica (NS), cured at an ambient temperature. Two different hooked-end SF with two fiber volumes and NS were used to examine the combined effect of the SF volume ratio, SF aspec...
In the study, the recycled clay brick powder/fine soil powder-based sodium hydroxide alkali-activated mortar (AAM) specimens were prepared by mixing different percentages (100/0, 80/20, 60/40, 40/60, 20/80, and 100/0, respectively) to investigate the mechanical and durability performance of sustainable AAM specimens for the possible utilization ins...
In this study, the effects of recycled tire rubbers (RTR) and steel fiber (SF) on the fresh and hardened state properties of the self-compacted alkali activated concrete (SCAAC) were investigated. The ground granulated blast furnace slag, 1 % hooked-end SF, and two types of RTR were utilized. The crumb rubbers (CR) and tire rubber chips (TCR) were...
In the study, mechanical properties and durability performance of confined/unconfined geopolymer concrete and ordinary concrete specimens were investigated under ambient and seawater environments. Some of the specimens were confined by carbon fiber and basalt fiber–reinforced polymer fabric materials with one layer and three layers under chloride a...
Conventional concrete suffers from brittle failures under mechanical behaviour, and lack of ductility results in the loss of human life and property in earthquake zones. Therefore, the degree of ductility becomes significant in seismic regions. This paper investigates the influence of poly-vinyl alcohol fibers, basalt fiber-reinforced polymer (BFRP...
In this study, the effect of nano silica on the short term severe durability performance of fly ash based geopolymer concrete (GPC) specimens was investigated. Four types of GPC were produced with two types of low calcium fly ashes (FAI and FAII) with and without nano silica, and ordinary Portland cement concrete (OPC) concrete was also cast for re...
In this study, the effect of nano silica on the short term severe durability performance of fly ash based geopolymer concrete (GPC) specimens was investigated. Four types of GPC were produced with two types of low calcium fly ashes (FAI and FAII) with and without nano silica, and ordinary Portland cement concrete (OPC) concrete was also cast for re...
This study reports the mechanical properties and durability of unconfined/confined
sustainable geopolymer concrete (GPC) exposed to chemical attack under static and
cyclic loadings. A low calcium (Class F) fly ash incorporating nano-silica was
activated by a combination of sodium silicate and sodium hydroxide solutions to make
the GPC. Unconfined/c...
In this paper, mechanical and short-term durability properties of fly ash and slag based geopolymer concretes (FAGPC-SGPC) were investigated. The alkaline solution was prepared with a mixture of sodium silicate solution (Na2SiO3) and sodium hydroxide solution (NaOH) for geopolymer concretes. Ordinary Portland Cement (OPC) concrete was also produced...
This study investigates the short term performance of fly ash-based
geopolymer concrete prepared with and without nano-silica (NS) along with alkaline
activators. The specimens were submerged in sea water with 3.5% salt for four weeks.
Ordinary Portland Cement (OPC) concrete was also used for quality control specimens for
comparison purpose. Invest...
This paper presents an investigation on the durability of geopolymer
concrete produced using a class F fly ash (FA), ground granulated blast furnace slag
(GGBFS) and alkaline activators. The specimens were submerged in 3.5% solution of sea
water for up to 4 weeks. Ordinary Portland Cement (OPC) concrete was also used for
quality control specimens f...
This paper presents the results obtained from an experimental study conducted to investigate the effect of shrinkage reducing admixture (SRA) and steel fiber addition on the performance properties of lightweight aggregate concrete (LWAC). Total of seven LWAC mixes with SRA or steel fibers were produced at the same water-cement ratio using cold-bond...
This paper reports an experimental study on the mechanical properties of steel fiber incorporated plain and silica fume (SF) concretes produced with cold bonded artificial fly ash aggregates (AFAs). Two concrete series with water-to-binder (w/b) ratios of 0.35 and 0.55 were designed. SF incorporation was achieved by 10% replacement of the weight of...
This study presents an experimental research on the mechanical properties of steel
fiber incorporated plain and silica fume (SF) concretes produced with cold bonded
artificial fly ash aggregates (AFA). Two concrete series with water-to-binder (w/b)
ratios of 0.35 and 0.55 were designed. SF incorporation was achieved by 10%
replacement of the weight...