بدائل البحث:
significantly larger » significantly lower (توسيع البحث), significantly smaller (توسيع البحث), significantly higher (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
less decrease » mean decrease (توسيع البحث), teer decrease (توسيع البحث), levels decreased (توسيع البحث)
we decrease » _ decrease (توسيع البحث), a decrease (توسيع البحث), nn decrease (توسيع البحث)
significantly larger » significantly lower (توسيع البحث), significantly smaller (توسيع البحث), significantly higher (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
less decrease » mean decrease (توسيع البحث), teer decrease (توسيع البحث), levels decreased (توسيع البحث)
we decrease » _ decrease (توسيع البحث), a decrease (توسيع البحث), nn decrease (توسيع البحث)
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261
Flowchart of the testing process.
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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262
Mix CBR value/%.
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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263
Mixed embankment settlement monitoring results.
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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264
Test road monitoring results.
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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265
Schematic diagram of the wet/dry cycle process.
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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266
Quantitative analysis table of mix composition.
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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267
Basic physical indexes of red clay.
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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268
Sample preparation process diagram.
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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269
Layout plan of settlement monitoring points.
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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270
SCA-2 curing agent basic parameters.
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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271
Data.
منشور في 2025"…Participants in the progression group were younger (60.7 vs. 65.7 years, P = 0.015) and showed a larger BCVA change (0.20 vs. 0.04, P < 0.001) and greater ERM area decrease (34.2% vs. 11.7%, P < 0.001) during the follow-up period. …"
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272
Baseline characteristics of patients.
منشور في 2025"…Participants in the progression group were younger (60.7 vs. 65.7 years, P = 0.015) and showed a larger BCVA change (0.20 vs. 0.04, P < 0.001) and greater ERM area decrease (34.2% vs. 11.7%, P < 0.001) during the follow-up period. …"
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273
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