Showing 741 - 760 results of 21,277 for search '(( a ((teer decrease) OR (linear decrease)) ) OR ( a ((greater decrease) OR (largest decrease)) ))', query time: 0.44s Refine Results
  1. 741

    Silty clay stress‒strain curve. by Lifang Mei (17841461)

    Published 2024
    “…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
  2. 742

    S1 Table - by Lifang Mei (17841461)

    Published 2024
    “…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
  3. 743

    Relationship between UCS and EPS content. by Lifang Mei (17841461)

    Published 2024
    “…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
  4. 744

    Physical-mechanical parameters of original soil. by Lifang Mei (17841461)

    Published 2024
    “…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
  5. 745

    Relationship between UCS and slag content. by Lifang Mei (17841461)

    Published 2024
    “…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
  6. 746

    S1 Data - by Lifang Mei (17841461)

    Published 2024
    “…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
  7. 747

    Chemical compositions of cement and Slag <i>w/%</i>. by Lifang Mei (17841461)

    Published 2024
    “…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
  8. 748

    Density versus EPS content. by Lifang Mei (17841461)

    Published 2024
    “…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
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  11. 751

    The Intrinsic Fragility of the Liquid–Vapor Interface: A Stress Network Perspective by Muhammad Rizwanur Rahman (12360489)

    Published 2022
    “…Investigating the surface stress distribution, we have identified a linear variation of the space-filling nature (fractal dimension) of the stress clusters at the intrinsic surface with increasing surface tension or, equivalently, with decreasing temperature. …”
  12. 752

    Effects of 1,25(OH)<sub>2</sub>D<sub>3</sub> on transendothelial electrical resistance (TEER) in bEnd.3 cells under hypoxia/reoxygenation (H/R). by Soonmi Won (713581)

    Published 2015
    “…<p><b>(A)</b> TEER was decreased by H/R. The decrease was significantly prevented by pretreatment with 1,25(OH)<sub>2</sub>D<sub>3</sub> (Vit D) at 20, 50, 100, and 200 nM. …”
  13. 753

    Physical and geometrical non-linear behavior of precast beams on elastomeric supports by M. T. S. A. CARDOSO (5054117)

    Published 2018
    “…Among the principle conclusions drawn from the study, one finds that the increase in the characteristic strength of the concrete provides the beam with a higher degree of stability, and the consideration of the physical non-linear behavior of the material did not allow the equilibrium point on the numerical model to be found in some of the cases that were evaluated. …”
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