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Titlebook: Recycled Waste Materials; Proceedings of EGRWS Arvind Kumar Agnihotri,Krishna R. Reddy,Ajay Bansa Conference proceedings 2019 Springer Natu

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發(fā)表于 2025-3-23 10:24:39 | 只看該作者
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發(fā)表于 2025-3-23 15:32:03 | 只看該作者
Evaluation of Compressibility and Drainage Characteristics of Highly Plastic Clay Stabilized with Fquarry dust, and both in equal proportion in different percentages (i.e., 4, 8, 12, 16, 20, 25, and 30%) by dry mass separately. After proper mixing and aging of samples, standard consolidation test was carried out on each sample. The calculated values of compressibility characteristics (., .) and p
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發(fā)表于 2025-3-23 20:18:58 | 只看該作者
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發(fā)表于 2025-3-24 00:58:15 | 只看該作者
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發(fā)表于 2025-3-24 05:31:39 | 只看該作者
Effect of Cement Kiln Dust and RBI Grade 81 on Engineering Properties of Plastic Clay, areas, these materials are very useful due to significant improvement in CBR values. They are durable in terms of maintenance of the pavements as well. Scanning electron microscopy (SEM) observations on original clay and treated mix presented. The SEM image shows the formation of impermeable CSH an
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發(fā)表于 2025-3-24 09:23:05 | 只看該作者
17#
發(fā)表于 2025-3-24 12:23:25 | 只看該作者
Effects of Granulated Ground Blast Furnace Slag and Fly Ash on Stabilization of Soil,igated. During the course of investigation, GGBFS and Fly Ash were used in proportions of 0%, 5%, 10%, 15%, 20%, 25%, 30% and 0%, 3%, 6%, 9%, 12%, 15%, 18% respectively by weight of soil sample for various experiments. Finally, on the bases of experimental results it is concluded that the utilizatio
18#
發(fā)表于 2025-3-24 17:39:44 | 只看該作者
Influence of Waste Marble Powder and Metakaolin on Strength Properties of Concrete: A Short Review,strength properties of concrete. The potential of these two by-products (MK and MP) has not been fully explored yet and still a number of properties can be investigated and improved by replacing them with fine aggregates and cement in different percentages and types.
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發(fā)表于 2025-3-24 21:55:25 | 只看該作者
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發(fā)表于 2025-3-25 00:10:59 | 只看該作者
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