Publications by authors named "A M Ebid"

The California bearing ratio (CBR) of a granular materials are influence by the soil particle distribution indices such as D10, D30, D50, and D60 and also the compaction properties such as the maximum dry density (MDD) and the optimum moisture content (OMC). For this reason, the particle packing and compactibility of the soil play a big role in the design and construction of subbases and landfills. In this research paper, experimental data entries have been collected reflecting the CBR behavior of granular soil used to construct landfill and subbase.

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Evaluating the impact of vitamin K prophylaxis on cefoperazone-sulbactam-induced coagulopathy in critically ill patients. We conducted a randomized controlled trial on critically ill adult patients treated with cefoperazone-sulbactam. Patients received systemic cefoperazone-sulbactam antibiotics of 1.

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Background: The global pandemic of SARS-CoV-2, or COVID-19 continues to attack all human systems. Although COVID-19 is a respiratory disease, various extra-pulmonary manifestations, including musculoskeletal and neuropathies/myopathies was reported. This study aimed to investigates the long-term impacts of COVID-19 infection on physical health, capability of daily life activities, musculoskeletal and neurological functions in the Kingdom of Saudi Arabia (KSA).

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Article Synopsis
  • - Steel construction is moving towards using thin-walled profiles for lighter and cheaper structures, but analyzing their behavior is complicated due to local and global buckling issues, making traditional methods less effective.
  • - The research estimates the strength of a specific type of composite column subjected to bi-axial loading using three AI-based models (GP, EPR, GMDH-NN), which produce usable closed form equations.
  • - Results indicate that the developed AI models outperform traditional design codes (AISI and EC3) by showing less prediction error (6% compared to 33%), with global slenderness ratio (λ) being the most influential factor on strength followed by relative eccentricities and local slenderness ratios.
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It has been imperative to study and stabilize cohesive soils for use in the construction of pavement subgrade and compacted landfill liners considering their unconfined compressive strength (UCS). As long as natural cohesive soil falls below 200 kN/m in strength, there is a structural necessity to improve its mechanical property to be suitable for the intended structural purposes. Subgrades and landfills are important environmental geotechnics structures needing the attention of engineering services due to their role in protecting the environment from associated hazards.

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