Ceramics International, Journal Year: 2024, Volume and Issue: unknown
Published: Dec. 1, 2024
Language: Английский
Ceramics International, Journal Year: 2024, Volume and Issue: unknown
Published: Dec. 1, 2024
Language: Английский
Journal of Composites Science, Journal Year: 2024, Volume and Issue: 8(12), P. 542 - 542
Published: Dec. 20, 2024
Background: ceramic tile wastewater slurry contains a large amount of fine kaolinite particles acting as matrix for mineral filler quartz and mullite. Reinforcing it with natural fibers increases its compression strength. A novel approach is using Stipa pennata because their local availability, good mechanical properties, feathery aspect, making them able to reinforce compacts. Preparation investigation methods: Slurry conditioned at 33% humidity milled 6000 rpm 5 min 39% quartz, 37% kaolinite, 16% mullite 8% lepidocrocite (observed via XRD correlated mineralogical microscopy). Kaolinite ensure optimal binding the into dense composite structure, observed SEM. EDS maps reveal increase in C content, along being associated significant levels Al Si, indicating microstructural compactness reinforcement layer. An additional compaction load enhances cohesion. Results: The sample without has compressive strength 1.29 MPa. This 2.89 MPa by adding median reinforcing layer reaches 3.13 20 N. crossed fiber-reinforcing combined N ensures 4.78 Introducing two layers oriented perpendicular one another 2.48 Lateral placement regarding plan causes slight decrease SEM fractography reveals that feather-like structure fiber acts an anchor site samples, slowing crack initiation under efforts, creating compared lateral flakes. Conclusions: place sample, interlaced best resistance. Ceramic reinforced useful intermediary on modular walls ecologic buildings.
Language: Английский
Citations
4Russian Physics Journal, Journal Year: 2025, Volume and Issue: unknown
Published: Feb. 5, 2025
Language: Английский
Citations
0Ceramics International, Journal Year: 2025, Volume and Issue: unknown
Published: March 1, 2025
Language: Английский
Citations
0Chemical Engineering Journal, Journal Year: 2025, Volume and Issue: unknown, P. 161790 - 161790
Published: March 1, 2025
Language: Английский
Citations
0Inorganics, Journal Year: 2025, Volume and Issue: 13(4), P. 110 - 110
Published: April 2, 2025
After the impressive success of Special Issue “10th Anniversary Inorganics: Inorganic Materials”, published in 2023 [...]
Language: Английский
Citations
0Ceramics International, Journal Year: 2025, Volume and Issue: unknown
Published: April 1, 2025
Language: Английский
Citations
0Construction and Building Materials, Journal Year: 2025, Volume and Issue: 478, P. 141398 - 141398
Published: April 22, 2025
Language: Английский
Citations
0Buildings, Journal Year: 2024, Volume and Issue: 14(11), P. 3677 - 3677
Published: Nov. 19, 2024
Instability in red mud dam bodies is not uncommon. In order to study the stability evolution mechanism during process of landfill and deformation characteristics under earthquake action when site closed, law potential sliding surface motion were explored based on finite difference method, revealing influence peak ground acceleration (PGA) deformation. The results showed that: (1) As height increases, shear force gradually increases. Meanwhile, maximum always occurs near initial dam, indicating that gravity, possibility slip occurring highest. (2) distribution pattern plastic zone pile filling relatively complex, continuous monitoring should be carried out ensure safety project. (3) With increase acceleration, piles as stress at bottom body. Under power, special attention paid dam.
Language: Английский
Citations
0Ceramics International, Journal Year: 2024, Volume and Issue: unknown
Published: Dec. 1, 2024
Language: Английский
Citations
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