يعرض 1 - 20 نتائج من 51 نتيجة بحث عن '(( significant decrease decrease ) OR ( significant ((spatial decrease) OR (soil increased)) ))~', وقت الاستعلام: 0.32s تنقيح النتائج
  1. 1

    Spatial distribution of ESs. حسب Bao Zhou (20670850)

    منشور في 2025
    "…The results indicate that: (1) Under all three scenarios in 2035, the trend of LUCs in the karst area of southeastern Yunnan is highly consistent, though the intensity and spatial configuration vary significantly. The least reduction in arable land area occurs under the shared socioeconomic pathways (SSP) 126 scenario, while water bodies and construction land show varying degrees of increase; (2) Regarding ESs, both water yield and soil retention exhibit an increasing trend across all scenarios by 2035, with the most notable rise under SSP126. …"
  2. 2
  3. 3

    Data_soil. حسب Qianhong Mao (22305184)

    منشور في 2025
  4. 4
  5. 5

    Pile-soil interaction. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  6. 6

    Soil modeling and mechanical parameters. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  7. 7

    Study area. حسب Bao Zhou (20670850)

    منشور في 2025
    "…The results indicate that: (1) Under all three scenarios in 2035, the trend of LUCs in the karst area of southeastern Yunnan is highly consistent, though the intensity and spatial configuration vary significantly. The least reduction in arable land area occurs under the shared socioeconomic pathways (SSP) 126 scenario, while water bodies and construction land show varying degrees of increase; (2) Regarding ESs, both water yield and soil retention exhibit an increasing trend across all scenarios by 2035, with the most notable rise under SSP126. …"
  8. 8

    Loading mode. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  9. 9

    Model and meshes. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  10. 10

    Shearing forces in the tension zone. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  11. 11

    Pile foundation section. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  12. 12

    Shearing force in the pressure zone. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  13. 13

    Strain-stress maps of vertical pile foundation. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  14. 14

    Displacement-inclination variation graph. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  15. 15

    Location of monitored piles. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  16. 16

    Axial force in the pressure zone. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  17. 17

    Bending moment in the tension zone. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  18. 18

    Sketch of forces on vertical and inclined piles. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  19. 19

    Displacement cloud maps. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  20. 20

    Morphing mesh. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"