Showing 1,841 - 1,860 results of 226,405 for search '(( a ((((laser decrease) OR (a decrease))) OR (linear decrease)) ) OR ( a largest decrease ))', query time: 1.65s Refine Results
  1. 1841
  2. 1842
  3. 1843
  4. 1844
  5. 1845
  6. 1846
  7. 1847

    Effects of serum 25-hydroxyvitaminD level on decreased bone mineral density at femoral neck and total hip in Chinese type 2 diabetes by Liting Guo (4634071)

    Published 2017
    “…</p><p>③ Compared with hemoglobin A1c (HbA1c) ≤8% group, 25OHD and BMDs at the femoral neck and total hip in HbA1c>8% group decreased [(40±15 vs. 32±13 nmol/l), (0.89±0.13 vs. 0.83±0.13 g/cm<sup>2</sup>), (0.95±0.13 vs. 0.83±0.16 g/cm<sup>2</sup>) (All P<0.05)] and the parathyroid hormone level increased (7.2±4.0 vs. 10.0±8.8 pmol/L) (P<0.05).…”
  8. 1848
  9. 1849
  10. 1850
  11. 1851

    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. …”
  12. 1852

    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. …”
  13. 1853

    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. …”
  14. 1854

    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. …”
  15. 1855

    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. …”
  16. 1856

    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. …”
  17. 1857

    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. …”
  18. 1858

    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. …”
  19. 1859

    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. …”
  20. 1860