يعرض 161 - 180 نتائج من 8,789 نتيجة بحث عن '(( significant based basis ) OR ( significant larger decrease ))', وقت الاستعلام: 1.09s تنقيح النتائج
  1. 161

    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. …"
  2. 162

    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. …"
  3. 163

    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. …"
  4. 164

    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. …"
  5. 165

    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. …"
  6. 166

    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. …"
  7. 167

    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. …"
  8. 168

    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. …"
  9. 169

    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. …"
  10. 170

    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. …"
  11. 171

    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. …"
  12. 172

    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. …"
  13. 173

    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. …"
  14. 174

    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. …"
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