بدائل البحث:
significant decrease » significant increase (توسيع البحث), significantly increased (توسيع البحث)
changes decrease » largest decrease (توسيع البحث), change increases (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
significant decrease » significant increase (توسيع البحث), significantly increased (توسيع البحث)
changes decrease » largest decrease (توسيع البحث), change increases (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
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7301
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7302
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7303
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7304
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7305
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7306
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7307
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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7308
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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7309
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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7310
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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7311
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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7312
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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7313
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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7314
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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7315
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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7316
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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7317
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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7318
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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7319
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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7320
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. …"