Cengiz Duran Atiş

ORCID: 0000-0003-3459-329X
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About
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Research Areas
  • Concrete and Cement Materials Research
  • Innovative concrete reinforcement materials
  • Concrete Properties and Behavior
  • Magnesium Oxide Properties and Applications
  • Structural Behavior of Reinforced Concrete
  • Fire effects on concrete materials
  • Recycled Aggregate Concrete Performance
  • Recycling and utilization of industrial and municipal waste in materials production
  • Innovations in Concrete and Construction Materials
  • Concrete Corrosion and Durability
  • Building materials and conservation
  • Microwave Engineering and Waveguides
  • Grouting, Rheology, and Soil Mechanics
  • Infrastructure Maintenance and Monitoring
  • Geotechnical Engineering and Underground Structures
  • Microwave and Dielectric Measurement Techniques
  • BIM and Construction Integration
  • Tunneling and Rock Mechanics
  • Engineering and Material Science Research
  • Asphalt Pavement Performance Evaluation
  • Geotechnical Engineering and Soil Stabilization
  • Construction Engineering and Safety
  • Advanced ceramic materials synthesis
  • Materials Engineering and Processing
  • Aerogels and thermal insulation

Erciyes University
2015-2024

Kantonsspital St. Gallen
2020

Seoul School of Integrated Sciences and Technologies
2017

American Society of Safety Professionals
2017

Epoka University
2017

Kahramanmaraş Sütçü İmam University
2017

Abdullah Gül University
2011-2012

Istanbul University
2009

Mersin Üniversitesi
2009

Fırat University
2009

10.1016/s0950-0618(02)00116-2 article EN Construction and Building Materials 2003-03-25

10.1016/j.conbuildmat.2007.11.002 article EN Construction and Building Materials 2008-01-07

In this work, a laboratory investigation was carried out to evaluate the strength and particularly shrinkage properties of concrete containing high volumes fly ash. The mixtures made with 50 70% replacement (by mass) ordinary portland cement (OPC) ash were prepared. Water-cementitious material ratios ranged from 0.28 0.34. Some also superplasticizer. cured at 20°C temperature 65% relative humidity are reported. test results show that high-volume (HVFA) attained satisfactory compressive...

10.1061/(asce)0899-1561(2003)15:2(153) article EN Journal of Materials in Civil Engineering 2003-03-21

10.1016/s0008-8846(01)00755-4 article EN Cement and Concrete Research 2002-05-01

In this work, the abrasion resistance of high volume fly ash concrete was investigated. Concrete mixtures containing a large amount replacing cement in mass basis at 50 and 70% were prepared with various water-cementitious material ratios. A specially selected superplasticizer employed to maintain workability concrete. Volume loss specimen considered as value measured using Dorry machine. Comparisons made between normal portland (NPC) also concretes replacement. Investigation results have...

10.1061/(asce)0899-1561(2002)14:3(274) article EN Journal of Materials in Civil Engineering 2002-06-01

Abstract The influence of nano SiO 2 (NS) and CaCO 3 (NC) particles on the properties class F fly ash based geopolymer mortar activated with different sodium ion concentrations have been investigated. Mortar mixture proportions were 1:3:0.3 for binder, sand, water, respectively. Nano replaced a binder by weight basis at ratios 1, 2, 3% in mixtures. Sodium amount used 8, 10, 12% Na + content. Geopolymer samples cured 60, 75, 90°C furnace 24, 48, 72 hr. After heat curing process, flexural,...

10.1002/suco.201900479 article EN Structural Concrete 2020-05-06
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