Showing 241 - 260 results of 495 for search 'Morjärv~', query time: 3.52s Refine Results
  1. 241

    The Dynamic Properties of Historic Timber-Framed Masonry Structures in Bursa, Turkey by M. Bilal Bağbancı, Özlem Köprülü Bağbancı

    Published 2018-01-01
    “…Stone, adobe, and brick are used as infill materials. Mud and lime mortars are used as binding materials. Mud mortar is used with stone and adobe materials. …”
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    Article
  2. 242

    Restoration of decorative glazed ceramic from Morocco: Technical replicas by Claire Dehon, Mouhssin El Halim, Nathalie Fagel, Lahcen Daoudi, Catherine Cools, Valérie Rousseau, Meriam El Ouahabi

    Published 2024-10-01
    “…Samples were prepared using clay from Fès, fired from 600°C and 900°C, and analyzed for shrinkage, weight loss, and water absorption. The mortars were also analyzed. A high water absorption was observed, enhancing the adhesion between the zellige and the mortar.…”
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  3. 243

    Chloride Ingress in Chemically Activated Calcined Clay-Based Cement by Joseph Mwiti Marangu, Joseph Karanja Thiong’o, Jackson Muthengia Wachira

    Published 2018-01-01
    “…This paper presents the findings of chloride ingress in chemically activated calcined Clay-Ordinary Portland Cement blended mortars. Results are also presented for compressive strength development and porosity tests. …”
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  4. 244
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  6. 246

    Shrinkage and Mechanical Properties of Fibre-Reinforced Blast Furnace Slag-Steel Slag-Based Geopolymer by Shengtang Xu, Chaofan Wu, Jinchao Yue, Zikai Xu

    Published 2022-01-01
    “…Scanning electron microscopy (SEM) was employed to characterize the reaction mechanism of the geopolymer mortars. The results show that both PVA fibre and basalt fibre can improve the mechanical properties of geopolymer mortars during the late curing period. …”
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    Article
  7. 247
  8. 248

    Viability of flax particles to develop cellular construction materials: Physico-mechanical characterisation by Mohamed Hamadou-Ali, Amar Benazzouk, Haikel Ben Hamed

    Published 2022-12-01
    “…The material produced containing different volumes of flax particles (0V (control mortar), 1V, and 2V) was lightened by creating a porous structure in the matrix through a chemical reaction between aluminium powder and free lime. …”
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  9. 249

    Study on Mechanics-Based Cracking Resistance of Semiflexible Pavement Materials by Duanyi Wang, Xiayi Liang, Danning Li, Hehao Liang, Huayang Yu

    Published 2018-01-01
    “…It consists of matrix asphalt skeleton and cement mortar. Due to the different volume characters between asphalt structure and cement mortar, stress concentration always happens in this semiflexible mixture, leading to internal cracking. …”
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    Article
  10. 250

    Air-Entraining Effect on Rheological Properties of Cement-Based Mixtures by Aigerim Tolegenova, Gintautas Skripkiunas, Lyudmyla Rishko, Kenzhebek Akmalaiuly

    Published 2024-01-01
    “…The rheological test was carried out at 5 and 90 min after mixing the cement mortar. The rheological test established that the modification of cement mortar by PCE in a dosage of 0.2% (in dry material) leads to a decrease in plastic viscosity of 25.0% with a reduction in water demand of 18% for the same workability. …”
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  11. 251

    Evaluating the Resistance Performance of the VAEPC and the PAFRC Composites against a Low-Velocity Impact in Varying Temperature by Gwang-Hee Heo, Jong-Gun Park, Chung-Gil Kim

    Published 2020-01-01
    “…From these tests, the failure pattern, shape, and strength of each test specimen were evaluated for the VAEPC, the PAFRC composite, and the plain mortar. Those test results showed that the flexural strength of both the VAEPC and the PAFRC composites has increased compared to that of the plain mortar. …”
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    Article
  12. 252

    Stress-Strain Behavior of Cementitious Materials with Different Sizes by Jikai Zhou, Pingping Qian, Xudong Chen

    Published 2014-01-01
    “…The size dependence of flexural properties of cement mortar and concrete beams is investigated. Bazant’s size effect law and modified size effect law by Kim and Eo give a very good fit to the flexural strength of both cement mortar and concrete. …”
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  13. 253

    Strengthening of Damaged Masonry Walls Using Engineered Cementitious Composites: Experimental and Numerical Analysis by S. M. Renuka, I. P. Mervin Sanjith

    Published 2022-01-01
    “…The compressive strength of ECC is observed to be higher than normal mortar and FAECC whereas the indirect tensile strength of both ECC and FAECC was almost similar, which is higher than that of normal mortar. …”
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    Article
  14. 254

    Strength Comparison of Unreinforced Masonry Wall Made of Different Types of Brick by Mohammad Rafiqul Islam, Abul Hasnat, Raquib Ahsan, Ahmed Tohameem Alam

    Published 2023-11-01
    “…It is observed that with increasing mortar thickness prism, ultimate strength increases 18.0% for clay burnt brick and with increasing mortar thickness prism, ultimate strength increases 1.3% for machine-made brick. …”
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  15. 255
  16. 256

    Effect of Ground Waste Concrete Powder on Cement Properties by Xianwei Ma, Zhenyu Wang

    Published 2013-01-01
    “…The paste/mortar attached to the recycled aggregate decreases the quality of the aggregate and needs to be stripped. …”
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  17. 257
  18. 258

    Study of the Effect of Grouting Material Strength on Semiflexible Pavement Material by Qingguo Yang, Ying Li, Hua Zou, Long Feng, Nan Ru, Lin Gan, Jiyun Zhang, Jiansong Liu, Chengyang Wang

    Published 2022-01-01
    “…In this study, cement mortars with different strengths are poured into the large void matrix asphalt macadam material as a semiflexible pavement (SFP) material and the experimental research is carried out. …”
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  19. 259

    Influence of Ultrafine Natural Steatite Powder on Setting Time and Strength Development of Cement by K. Sudalaimani, M. Shanmugasundaram

    Published 2014-01-01
    “…Initial setting time, final setting time, and mortar cube strength were studied, due to the replacement of ultra fine natural steatite powder with cement at 5%, 10%, 15%, 20%, and 25% by mass of cement. …”
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  20. 260

    Development of a Zero-Cement Binder Using Slag, Fly Ash, and Rice Husk Ash with Chemical Activator by M. R. Karim, M. F. M. Zain, M. Jamil, F. C. Lai

    Published 2015-01-01
    “…The Z-Cem mortar achieves a compressive strength of 42–44 MPa at 28 days with 5% NaOH or at 2.5 molar concentrations. …”
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