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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Sodani, Khaled A. Alawi Al

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in Cooperation with on an Cooperation-Score of 37%

Topics

Publications (6/6 displayed)

  • 2024Comparative Analysis of Gradient-Boosting Ensembles for Estimation of Compressive Strength of Quaternary Blend Concretecitations
  • 2023Thermal properties, microstructure analysis, and environmental benefits of basalt fiber reinforced concretecitations
  • 2023Thermal properties, microstructure analysis, and environmental benefits of basalt fiber reinforced concrete6citations
  • 2022Microstructural Characteristics, Modeling of Mechanical Strength and Thermal Performance of Industrial Waste Glass Blended Concrete6citations
  • 2022Performances of the Synergy of Silica Fume and Waste Glass Powder in Ternary Blended Concrete15citations
  • 2022Acid Resistance of Alkali-Activated Natural Pozzolan and Limestone Powder Mortar2citations

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Alih, Sophia C.
1 / 2 shared
Ganiyu, Abideen
1 / 2 shared
Alateah, Ali
1 / 1 shared
Jassam, Taha Mohammed
1 / 3 shared
Al-Tholaia, Mohammed
3 / 4 shared
Nabus, Hatem
1 / 2 shared
Mustapha, Ismail B.
1 / 2 shared
Abdulkareem, Zainab
1 / 2 shared
Arbili, Mohamed M.
1 / 4 shared
Ahmad, Jawad
2 / 16 shared
Alogla, Saleh
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Hakamy, Ahmad
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Qsymah, Ansam
1 / 2 shared
Arbili, Mohamed Moafak
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Alateah, Ali H.
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Qazi, Umair Yaqub
1 / 2 shared
Shamsah, Sami Ibn
2 / 2 shared
Alanazi, Ghazi
1 / 1 shared
Salami, Babatunde Abiodun
1 / 25 shared
Mohammed, Ibrahim
1 / 2 shared
Ismail, Mohammad
1 / 4 shared
Ariffin, Mohd Azreen Mohd
1 / 5 shared
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Co-Authors (by relevance)

  • Alih, Sophia C.
  • Ganiyu, Abideen
  • Alateah, Ali
  • Jassam, Taha Mohammed
  • Al-Tholaia, Mohammed
  • Nabus, Hatem
  • Mustapha, Ismail B.
  • Abdulkareem, Zainab
  • Arbili, Mohamed M.
  • Ahmad, Jawad
  • Alogla, Saleh
  • Hakamy, Ahmad
  • Qsymah, Ansam
  • Arbili, Mohamed Moafak
  • Alateah, Ali H.
  • Qazi, Umair Yaqub
  • Shamsah, Sami Ibn
  • Alanazi, Ghazi
  • Salami, Babatunde Abiodun
  • Mohammed, Ibrahim
  • Ismail, Mohammad
  • Ariffin, Mohd Azreen Mohd
OrganizationsLocationPeople

article

Acid Resistance of Alkali-Activated Natural Pozzolan and Limestone Powder Mortar

  • Salami, Babatunde Abiodun
  • Mohammed, Ibrahim
  • Alateah, Ali H.
  • Al-Tholaia, Mohammed
  • Shamsah, Sami Ibn
  • Sodani, Khaled A. Alawi Al
  • Ismail, Mohammad
  • Ariffin, Mohd Azreen Mohd
Abstract

<jats:p>The development of sustainable, environmentally friendly alkali-activated binder has emerged as an alternative to ordinary Portland cement. The engineering and durability properties of alkali-activated binder using various precursor combinations have been investigated; however, no study has focused on the impact of high-volume natural pozzolan (NP) on the acid resistance of alkali-activated NP and limestone powder. Therefore, the current study assesses the impact of high-volume natural pozzolan (volcanic ash) on the durability properties of alkali-activated natural pozzolan (NP) and limestone powder (LSP) mortar by immersion in 6% H2SO4 for 365 days. The samples were prepared with different binder ratios using alkaline activators (10 M NaOH(aq) and Na2SO4) combined in a 1:1 ratio and cured at 75 . NP was combined with the LSP at three different combinations: NP:LSP = 40:60 (AAN40L60), 50:50 (AAN50L50), and 60:40 (AAN60L40), representing low-volume, balanced, and high-volume binder combinations. Water absorption, weight change, and compressive strength were examined. The microstructural changes were also investigated using FTIR, XRD, and SEM/EDS characterization tools. Visual examination showed insignificant deterioration in the sample with excess natural pozzolan (AAN60L40) after 1 year of acid exposure, and the maximum residual strengths were 20.8 MPa and 6.68 MPa in AAN60L40 and AAN40L60 with mass gain (1.37%) and loss (10.64%), respectively. The high sulfuric acid resistance of AAN60L40 mortar was attributed to the high Ca/Si = 10 within the C-A-S-H and N-A-S-H formed. The low residual strength recorded in AAN40L60 was a result of gypsum formation from an acid attack of calcium-dominated limestone powder. The controlling factor for the resistance of the binder to acid corrosion was the NP/LSP ratio, whose factor below 0.6 caused significant debilitating effects.</jats:p>

Topics
  • corrosion
  • scanning electron microscopy
  • x-ray diffraction
  • strength
  • cement
  • Energy-dispersive X-ray spectroscopy
  • Calcium
  • durability
  • gypsum