بدائل البحث:
increase decrease » increased release (توسيع البحث), increased crash (توسيع البحث)
changes decrease » largest decrease (توسيع البحث), change increases (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
increase decrease » increased release (توسيع البحث), increased crash (توسيع البحث)
changes decrease » largest decrease (توسيع البحث), change increases (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
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2641
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2642
Roadbed construction 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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2643
Mixing ratios.
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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2644
Basic parameters of phosphogypsum.
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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2645
Chemical composition of phosphogypsum.
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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2646
Basic parameters of cement.
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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2647
Chemical composition 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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2648
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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2649
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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2650
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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2651
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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2652
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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2653
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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2654
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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2655
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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2656
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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2657
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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2658
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2659
Composition of the gut microbiota at the genus level following the administration of MP.
منشور في 2025الموضوعات: -
2660