出处
发表于 2025-3-28 17:33:12
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发酵
发表于 2025-3-28 19:29:43
Relationship of Microcrack Pattern and the Shear Strength of Granitic Rockce has produced the microcrack pattern that can affect the stability of the slopes at the Pos Selim area, which is located at the Banjaran Titiwangsa. The relationship of the microcrack pattern and the shear strength of the granitic rock is investigated as to know the behavior of the crack pattern w
fluffy
发表于 2025-3-29 01:58:52
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不开心
发表于 2025-3-29 04:07:36
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撕裂皮肉
发表于 2025-3-29 10:29:59
Application of Wood Waste Ash in Concrete Making: Revisitedo sustainability particularly if they are derived from waste. Managing solid waste is increasingly becoming a global challenge as a result of increasing volume of accumulated waste from industrial and agricultural by-products. Environmental concerns as well as economic implications related with disp
novelty
发表于 2025-3-29 13:49:04
Comparative Study on Change Orders in Building Projectsected cities in the National Capital Region (NCR), Philippines. Using descriptive/survey research method specifically expert sampling method, key informant interviews, actual site observations and desk reviews of project documents (e.g., contract documents, plans and specifications, etc.), this stud
管理员
发表于 2025-3-29 19:26:22
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Expertise
发表于 2025-3-29 23:11:20
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正式演说
发表于 2025-3-30 01:21:18
Critical Crack-Tip Opening Displacement of SCLCfour mixes with constant nominal size of aggregate (. = 12.5 mm) have been prepared such that the weight of aggregate and portion of coarse aggregate to fine aggregate were designed to be constant. Forty-eight notched beam specimens were tested under displacement-controlled condition to achieve the
canonical
发表于 2025-3-30 04:20:47
Numerical Analysis of Multilayer Geosynthetic-Reinforced Bed Over Stone Columns-Improved Soft Clayite-element analyses were performed to simulate the behavior of multilayer geosynthetic-reinforced granular bed over stone column-reinforced soft soil using the ABAQUS. An extensive research was conducted for better understanding of the mechanism of load transfer in ordinary stone columns (OSCs) and