Showing 381 - 400 results of 9,936 for search '(( a ((teer decrease) OR (linear decrease)) ) OR ( a ((greatest decrease) OR (largest decrease)) ))', query time: 0.45s Refine Results
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    EPS microscopic morphology. 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. 384

    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. …”
  5. 385

    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. …”
  6. 386

    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. …”
  7. 387

    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. …”
  8. 388

    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. …”
  9. 389

    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. …”
  10. 390

    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. …”
  11. 391

    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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    Baseline patient characteristics. by Oscar F. C. van den Bosch (22184246)

    Published 2025
    “…Changes during drug infusion were compared in a linear mixed model to assess the effects of s-ketamine and midazolam compared to saline. …”
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