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Titlebook: International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cem; SynerCrete’23 - Volu Agnieszka J?drze

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樓主: 斷巖
51#
發(fā)表于 2025-3-30 09:39:33 | 只看該作者
52#
發(fā)表于 2025-3-30 12:41:23 | 只看該作者
Ksenija Jankovi?,Marko Stojanovi?,Dragan Bojovi?,Anja Terzi?,Srboljub Stankovi?
53#
發(fā)表于 2025-3-30 17:48:54 | 只看該作者
Kira Weise,Neven Ukrainczyk,Luca Marei Endell,Eduardus Koenders
54#
發(fā)表于 2025-3-30 23:10:14 | 只看該作者
55#
發(fā)表于 2025-3-31 03:59:48 | 只看該作者
56#
發(fā)表于 2025-3-31 05:36:25 | 只看該作者
Conference proceedings 2023formance-based and multiphysics/multiscale design and innovative testing, structural health monitoring and maintenance management, integral BIM-based planning, and resource-responsible building. The contributions, which were selected by means of a rigorous international peer-review process, present
57#
發(fā)表于 2025-3-31 10:14:03 | 只看該作者
Harvest Residues Ash and Ceramic Powder as Pozzolanic Materials for Developing Sustainable Building ected cement-alternative materials - phase 1 and testing mechanical and durability properties of concrete (compressive strength, water impermeability and wear resistance) produced with high share of these wastes. The results indicate that optimal types of industrial and agricultural waste materials
58#
發(fā)表于 2025-3-31 14:52:11 | 只看該作者
59#
發(fā)表于 2025-3-31 17:32:26 | 只看該作者
Study on Properties and Performance of Green Concretees, or municipal wastes. This paper studies the properties, structural performance, and environmental benefits of GCs. The investigation is done through a literature review, identifying the knowledge gaps, and providing suggestions for further research. The results indicate that there is a good pote
60#
發(fā)表于 2025-4-1 01:05:42 | 只看該作者
Optimizing the Flexural Strength of Cement Mortar Incorporating Natural Pozzolan Using Taguchi Metho, and 40%, and high range water reducer (HRWR) dosage at 0.25, 0.50, 0.75, and 1.00%. The response criterion was the 28-day flexural strength. Sixteen mixes were cast, cured for 28?days in water, and tested for flexural strength. The optimum mortar mix had a binder content of 500?kg/m., a water-to-b
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