Materials Map

Discover the materials research landscape. Find experts, partners, networks.

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The Materials Map is an open tool for improving networking and interdisciplinary exchange within materials research. It enables cross-database search for cooperation and network partners and discovering of the research landscape.

The dashboard provides detailed information about the selected scientist, e.g. publications. The dashboard can be filtered and shows the relationship to co-authors in different diagrams. In addition, a link is provided to find contact information.

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The Materials Map is still under development. In its current state, it is only based on one single data source and, thus, incomplete and contains duplicates. We are working on incorporating new open data sources like ORCID to improve the quality and the timeliness of our data. We will update Materials Map as soon as possible and kindly ask for your patience.

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in Cooperation with on an Cooperation-Score of 37%

Topics

Publications (6/6 displayed)

  • 2022Engineering performance of metakaolin based concretecitations
  • 2022Comparative Study on Mechanical Properties of Concrete Blended with Costus englerianus Bagasse Ash and Bagasse Fibre as Partial Replacement for Lime and Cement15citations
  • 2022Strength and Durability Assessments of Induction Furnace Slag - Quarry Dust -Based High Performance Self - Compacting Concrete5citations
  • 2021Mechanical Properties of Concrete Incorporating Rice Husk Ash and Wheat Straw Ash as Ternary Cementitious Material21citations
  • 2021Effect of Wheat Straw Ash on Fresh and Hardened Concrete Reinforced with Jute Fiber43citations
  • 2020Fresh and Hardened Properties of Concrete Incorporating Binary Blend of Metakaolin and Ground Granulated Blast Furnace Slag as Supplementary Cementitious Material55citations

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Chart of shared publication
Kolawole, John
1 / 3 shared
Pillay, Deveshan L.
1 / 1 shared
Kiliswa, Moses W.
1 / 1 shared
Abbasi, Suhail Ahmed
4 / 4 shared
Kennedy, Charles
1 / 2 shared
Sohu, Samiullah
4 / 5 shared
Bheel, Naraindas
4 / 11 shared
Arum, Chinwuba
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Mark, Oluwaseun
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Ede, Anthony
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Prakash, A. Krishna
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Shar, Irfan Ali
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Olalusi, Oladimeji B.
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Kumar, Ashok
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Echeverría, Ana María
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Rondon, Carlos
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Co-Authors (by relevance)

  • Kolawole, John
  • Pillay, Deveshan L.
  • Kiliswa, Moses W.
  • Abbasi, Suhail Ahmed
  • Kennedy, Charles
  • Sohu, Samiullah
  • Bheel, Naraindas
  • Arum, Chinwuba
  • Mark, Oluwaseun
  • Ede, Anthony
  • Prakash, A. Krishna
  • Shar, Irfan Ali
  • Olalusi, Oladimeji B.
  • Kumar, Ashok
  • Echeverría, Ana María
  • Rondon, Carlos
OrganizationsLocationPeople

document

Engineering performance of metakaolin based concrete

  • Kolawole, John
  • Pillay, Deveshan L.
  • Kiliswa, Moses W.
  • Awoyera, Paul
Abstract

The sustainable development goal (SDG) 14 of the 2030 Agenda for Sustainable Development aims at protection, conservation, and management of coastal ecosystems and resources, including by strengthening their resilience, to avoid significant adverse impacts. Coastal/marine structures are exposed to aggressive environmental conditions, such as chloride laden environment. Deterioration of reinforced concrete structures located in a coastal/marine setting can influence the safety, economic and sustainability aspects of the society. Hence, there is an increased need for sustainable materials with the ability to reduce the effects of chloride attack in concrete. This experimental study aims to investigate the engineering properties of metakaolin (MK) based concrete exposed to chloride attack. The investigation was conducted for different w/b ratios of 0.54–0.61. The MK, utilised as cementitious material, was varied from 0 to 20% with an increment of 5% and ages of concrete from 7 to 56 days were considered. The effects of the above-mentioned parameters on the various properties of concrete such as workability, compressive and flexural strength, durability, resistance to chloride attack and microstructure properties of the concrete samples were investigated. From the favourable strength and durability results that were observed during the experimental study (optimum compressive strength of 49.8 MPa for 10% MK and optimum flexural strength of 8.35 MPa for 5% MK), it can be concluded that MK is a feasible supplementary cementitious material for combatting chloride attack in coastal/marine concrete structures. The obtained results, in combination with the lack of carbon dioxide CO2 released during the MK manufacturing process, further highlights the positive influence of MK on improving the serviceability and sustainability states of coastal/marine structures.

Topics
  • impedance spectroscopy
  • microstructure
  • Carbon
  • strength
  • flexural strength
  • durability