يعرض 4,921 - 4,940 نتائج من 23,970 نتيجة بحث عن '(( significantly ((larger decrease) OR (linear increase)) ) OR ( significant decrease decrease ))', وقت الاستعلام: 0.58s تنقيح النتائج
  1. 4921
  2. 4922
  3. 4923
  4. 4924
  5. 4925

    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. …"
  6. 4926

    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. …"
  7. 4927

    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. …"
  8. 4928

    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. …"
  9. 4929

    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. …"
  10. 4930

    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. …"
  11. 4931

    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. …"
  12. 4932

    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. …"
  13. 4933

    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. …"
  14. 4934

    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. …"
  15. 4935

    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. …"
  16. 4936

    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. …"
  17. 4937

    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. …"
  18. 4938

    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. …"
  19. 4939

    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. …"
  20. 4940

    SCA-2 curing agent basic parameters. 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. …"