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发表于 2025-4-1 05:08:25
Geo-environmental Solution of Using Crushed Glass Waste to Improve Shear Strength Properties of Sano-environmental solution to the hazards associated with glass waste materials. In this research, glass waste was crushed to three different sizes and mixed with sandy soil at four different percentages by dry weight of the sand. Specimens from the sand-glass waste mixtures were remolded at 90% relat
施舍
发表于 2025-4-1 09:10:29
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Dri727
发表于 2025-4-1 12:08:02
Physio-chemical Investigations on MSWI Bottom Ash for Sustainable Use,rocess results in bottom ash (BA), Fly ash (FA), and air residues as significant byproducts. The paper targets the physical and chemical properties of these bottom ash procured from two different incineration plants. The investigation includes the chemical components and the specific gravity, optimu
疏远天际
发表于 2025-4-1 17:13:48
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驳船
发表于 2025-4-1 19:28:47
Mechanical Properties of Colemanite, Copper Slag and Glass Fiber Added Sand-Bentonite Mixtures as aal properties of reinforced and unreinforced sand-bentonite mixtures were evaluated by a series of laboratory tests such as unconfined compression test and direct shear tests. The bentonite ratio of the various test specimens was 20% and the proportions of colemanite, copper slag and glass fiber use
不开心
发表于 2025-4-1 23:06:04
Strength Properties of Coffee Waste with Recycled Glass Geopolymers,glass (CWRG) geopolymers as a green construction material for landfills. Coffee is an organic and a biodegradable material. Recycling glass reduces the landfill space that would be covered by many glass objects. Recycled glass is used in the construction industry and it has a property of replacing g
鬼魂
发表于 2025-4-2 04:52:37
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袭击
发表于 2025-4-2 09:36:47
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CRAB
发表于 2025-4-2 14:31:00
Compaction Properties of Soil Composite Fills: Sand, Silt, Clay and Polypropylene Fiber Mixtures, polypropylene (PP) fiber at different dry weight proportions was performed. As a result of the tests, the compaction curves were developed for distinct soil composite fill samples so as that the two most crucial and critical compaction engineering design parameters: maximum dry unit weight (γ.) and