Showing 101 - 120 results of 20,782 for search '(( 5 wt decrease ) OR ((( 50 ((ns decrease) OR (a decrease)) ) OR ( 2 step decrease ))))', query time: 0.86s Refine Results
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    Insufficient disulfide bond formation results in a decrease in alkaline phosphatase activity and accumulation of the reduced form of DegP in LCFA-utilizing cells. by Kanchan Jaswal (9542107)

    Published 2020
    “…The band corresponding to AP is shown (Mol. wt. ~50 kDa). <i>(C) Compromised DsbA-DsbB machinery is responsible for the decrease in alkaline phosphatase activity in cells utilizing oleate</i>. …”
  12. 112

    Solvent Entrapment of BI 763963 by Solid Solution Formation by Samruddhi Patil (11523791)

    Published 2025
    “…Two binary T-w phase diagrams were constructed showing the outline of the solidus and liquidus, where EtOH and IPA are present in the solid phase of BI 763963 at 0.54 and 1.5 wt %, respectively, at equilibrium. Importantly, the solvent solubility of BI 763963 was found to be dependent on the residual solvent level in the solid phase and in the case of EtOH increased by almost 50% at just 1.1 wt % EtOH entrapment. …”
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    Table of step height. by Jianbo Jia (717814)

    Published 2024
    “…Finally, by making corresponding test blocks, it was found that the peak value of forward resistance when the 10.5°test block crossed the steps of 1mm, 2mm and 3mm height decreased by 19.8%, 25.0% and 13.9% respectively, and the mean value decreased by 30.8%, 27.2% and 24.1% respectively, which was close to the simulation results, and verified the accuracy of the finite element analysis results.…”
  17. 117

    The well wall step. by Jianbo Jia (717814)

    Published 2024
    “…Finally, by making corresponding test blocks, it was found that the peak value of forward resistance when the 10.5°test block crossed the steps of 1mm, 2mm and 3mm height decreased by 19.8%, 25.0% and 13.9% respectively, and the mean value decreased by 30.8%, 27.2% and 24.1% respectively, which was close to the simulation results, and verified the accuracy of the finite element analysis results.…”
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