Showing 9,041 - 9,060 results of 226,405 for search '(( a ((((teer decrease) OR (a decrease))) OR (linear decrease)) ) OR ( a large decrease ))', query time: 1.52s Refine Results
  1. 9041

    Cell Type Specific Alterations in Interchromosomal Networks across the Cell Cycle by Andrew J. Fritz (638393)

    Published 2014
    “…<div><p>The interchromosomal organization of a subset of human chromosomes (#1, 4, 11, 12, 16, 17, and 18) was examined in G1 and S phase of human WI38 lung fibroblast and MCF10A breast epithelial cells. …”
  2. 9042

    The miR-23a~27a~24-2 microRNA cluster buffers transcription and signaling pathways during hematopoiesis by Jeffrey L. Kurkewich (3044211)

    Published 2017
    “…This polarization is observed early in hematopoietic development, with an increase in common lymphoid progenitors (CLPs) and a decrease in all myeloid progenitor subsets in adult bone marrow. …”
  3. 9043

    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. 9044

    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. 9045

    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. 9046

    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. 9047

    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. 9048

    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. 9049

    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. 9050

    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. 9051

    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. …”
  12. 9052
  13. 9053
  14. 9054
  15. 9055
  16. 9056
  17. 9057
  18. 9058
  19. 9059
  20. 9060