Showing 641 - 660 results of 1,997 for search 'mix engineer', query time: 0.06s Refine Results
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    Suitability of Bentonite-Stabilized Laterite for Use as a Material for Nuclear Waste Containment in Sub-Saharan Africa by Emmanuel E. Arinze, Colin T. Davie

    Published 2025-01-01
    “…The study conducts tests on commercially sourced MX bentonite and laterite to assess their engineering properties. Permeabilities of the mixes increased to 4.3E − 12, 5.5E − 12, 3.8E − 11, and 2.5E − 11 m/s, respectively, with 10%, 20%, 30%, and 40% of laterite in the composite. …”
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    Parameter Optimization for Dissimilar Aluminum Alloys Joined Using Friction Stir Additive Manufacturing: A Screening Study by Senthil Kumaran Selvaraj, Akash L. Manoj, Alan B. Mathew, Akash V. Govind, Govindaswamy Sundaramali, Utkarsh Chadha, Bhaskar Vajipeyajula, Albert E. Patterson

    Published 2025-01-01
    “…Three cases were explored, one were AL 6061 was welded to AL 7075, one where AL 7075 was welded to AL 6061, and one where the data were mixed to get an “average” effect representative of large additively manufactured parts. …”
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    Fusion of Remotely Sensed Data with Monitoring Well Measurements for Groundwater Level Management by César de Oliveira Ferreira Silva, Rodrigo Lilla Manzione, Epitácio Pedro da Silva Neto, Ulisses Alencar Bezerra, John Elton Cunha

    Published 2025-01-01
    “…In the realm of hydrological engineering, integrating extensive geospatial raster data from remote sensing (Big Data) with sparse field measurements offers a promising approach to improve prediction accuracy in groundwater studies. …”
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    Triaxial compression characteristics and brittleness evaluation of calcareous sand cemented with EICP and coir fiber by Xueliang Jiang, Haodong Wang, Hui Yang, Ting Du, Pan Liu, Jiaxin Duan

    Published 2025-03-01
    “…Consolidated drained triaxial compression tests were conducted to investigate the mechanical properties of EICP-cemented calcareous sand (EICP-S) and EICP-cemented calcareous sand mixed with coir fiber (EICP-FS) under varying levels of cementation and confining pressures. …”
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