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 (5/5 displayed)

  • 2016Fresh properties and flexural strength of self-compacting concrete integrating coal bottom ash26citations
  • 2015Fresh Properties of Self-Compacting Concrete Integrating Coal Bottom Ash as a Replacement of Fine Aggregates4citations
  • 2015Cementitious Materials Usage in Self-Compacting Concrete: A Review10citations
  • 2015The Strength Behavior of Self-Compacting Concrete Incorporating Bottom Ash as Partial Replacement to Fine Aggregate10citations
  • 2014The effect of bottom ash on fresh characteristic, compressive strength and water absorption of self-compacting concrete42citations

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Chart of shared publication
Wan Ibrahim, Mohd Haziman
2 / 22 shared
Jaya, Ramadhansyah Putra
3 / 22 shared
Arshad, Mohd Fadzil
1 / 12 shared
Jamaluddin, Norwati
5 / 18 shared
Hamzah, Ahmad Farhan
5 / 6 shared
Dahalan, Nurol Huda
1 / 1 shared
Ibrahim, Mohd Haziman Wan
3 / 20 shared
Kamaruddin, Kartini
1 / 1 shared
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2016
2015
2014

Co-Authors (by relevance)

  • Wan Ibrahim, Mohd Haziman
  • Jaya, Ramadhansyah Putra
  • Arshad, Mohd Fadzil
  • Jamaluddin, Norwati
  • Hamzah, Ahmad Farhan
  • Dahalan, Nurol Huda
  • Ibrahim, Mohd Haziman Wan
  • Kamaruddin, Kartini
OrganizationsLocationPeople

article

The effect of bottom ash on fresh characteristic, compressive strength and water absorption of self-compacting concrete

  • Wan Ibrahim, Mohd Haziman
  • Jamaluddin, Norwati
  • Abidin, Norul Ernida Zainal
  • Hamzah, Ahmad Farhan
Abstract

Bottom ash is a solid residue produced through combustion process in a coal-fired power plant. It has been catogarized as a waste and usually disposed in the utility disposed site. With higher demand on the power energy, more coal-power plant are constructed and abundance of bottom ash are produced. Recently, the utilization of bottom ash in the construction industry has gained the interest of researches. Since it has similiar particle size distribution as normal sand, many attempt has been made in studying it potential use in mortar and concrete. In complementary to that, this paper presents the effect of bottom ash on fresh and hardened properties of self-compacting concrete (SCC). Bottom ash is used as fine aggregate replacing sand with replacement ratio range from 0% to 30% by volume. The effects of bottom ash on the SCC were investigated by comparing the test result of SCC mixed bottom ash with control specimens (0% of bottom ash). The test result on fresh properties of the concrete mixture revealed that, as the replacement level of bottom ash increased, the slump flow, L-box passing ratio and segregation resistance ratio (SR) decreased. Nevertheless, the slump flow time (T500) result increased with the increased of bottom ash content. The results show that the porosity and the irregular shape of the bottom ash particle has great influence on workability and viscosity of the fresh concete. The compressive strength and water absorption test are carried out on the sample at curing time of 7 and 28days. In terms of strength, the use of bottom ash in the production of SCC has increased the compressive strength of the concrete up to 15% replacement level. The increase in strength show the presence of the pozzolanic reactivity in a concrete with bottom ash particle. The water absorption rate was observed to be lower with a sample which having 10% and 15% replacement level.

Topics
  • impedance spectroscopy
  • strength
  • viscosity
  • combustion
  • porosity
  • curing