يعرض 201 - 220 نتائج من 608 نتيجة بحث عن 'significantly ((nn decrease) OR (larger decrease))', وقت الاستعلام: 0.35s تنقيح النتائج
  1. 201
  2. 202

    Singling Out the Electrochemiluminescence Profile in Microelectrode Arrays حسب Chiara Mariani (20716841)

    منشور في 2025
    "…The estimated thickness of the ECL emitting layer (TEL) was significantly larger on Au (∼7 μm) than on GC (∼4 μm), attributed to the interplay between the electrode material and dominant ECL mechanism. …"
  3. 203

    Singling Out the Electrochemiluminescence Profile in Microelectrode Arrays حسب Chiara Mariani (20716841)

    منشور في 2025
    "…The estimated thickness of the ECL emitting layer (TEL) was significantly larger on Au (∼7 μm) than on GC (∼4 μm), attributed to the interplay between the electrode material and dominant ECL mechanism. …"
  4. 204

    Demographics of the study population. حسب Sohyun Park (78358)

    منشور في 2024
    "…In the comparison among the ipsilateral, contralateral side of iPD with clinical laterality, and disease control group, the OBH of the disease control group was significantly larger than both the ipsilateral and contralateral sides (<i>P</i> < 0.05). …"
  5. 205

    Table 3 - حسب Sohyun Park (78358)

    منشور في 2024
    "…In the comparison among the ipsilateral, contralateral side of iPD with clinical laterality, and disease control group, the OBH of the disease control group was significantly larger than both the ipsilateral and contralateral sides (<i>P</i> < 0.05). …"
  6. 206

    Roadbed construction process. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  7. 207

    Mixing ratios. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  8. 208

    Basic parameters of phosphogypsum. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  9. 209

    Chemical composition of phosphogypsum. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  10. 210

    Basic parameters of cement. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  11. 211

    Chemical composition of red clay. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  12. 212

    Flowchart of the testing process. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  13. 213

    Mix CBR value/%. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  14. 214

    Mixed embankment settlement monitoring results. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  15. 215

    Test road monitoring results. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  16. 216

    Schematic diagram of the wet/dry cycle process. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  17. 217

    Quantitative analysis table of mix composition. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  18. 218

    Basic physical indexes of red clay. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  19. 219

    Sample preparation process diagram. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
  20. 220

    Layout plan of settlement monitoring points. حسب Yunke Liu (4839084)

    منشور في 2024
    "…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"