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larger decrease » marked decrease (Expand Search)
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1
Schematic diagram of the wet/dry cycle process.
Published 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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3
Roadbed construction process.
Published 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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4
Mixing ratios.
Published 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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5
Basic parameters of phosphogypsum.
Published 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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6
Chemical composition of phosphogypsum.
Published 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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7
Basic parameters of cement.
Published 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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8
Chemical composition of red clay.
Published 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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9
Flowchart of the testing process.
Published 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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10
Mix CBR value/%.
Published 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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11
Mixed embankment settlement monitoring results.
Published 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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12
Test road monitoring results.
Published 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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13
Quantitative analysis table of mix composition.
Published 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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14
Basic physical indexes of red clay.
Published 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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15
Sample preparation process diagram.
Published 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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16
Layout plan of settlement monitoring points.
Published 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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17
SCA-2 curing agent basic parameters.
Published 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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18
Green Fabrication of Biobased and Degradable Poly(lactic acid)/Poly(butylene succinate) Open-Cell Foams for Highly Efficient Oil–Water Separation with Ultrafast Degradation
Published 2024“…Smaller cells are more effective at increasing the adsorption capacity, while larger ones are beneficial in reducing the saturation time. …”
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19
Green Fabrication of Biobased and Degradable Poly(lactic acid)/Poly(butylene succinate) Open-Cell Foams for Highly Efficient Oil–Water Separation with Ultrafast Degradation
Published 2024“…Smaller cells are more effective at increasing the adsorption capacity, while larger ones are beneficial in reducing the saturation time. …”
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20
Data Sheet 1_CO2 capture from indoor air for human comfort and sequestration or reuse: a promising step toward sustainable CO2 removal.docx
Published 2025“…While the aqueous MEA solution experienced significantly larger declines of 54.3% in CO<sub>2</sub> absorption capacity and 34.24% in absorption kinetics, the water-PG-based Arg solution demonstrated promising performance, with a smaller reduction of 31.24% in CO<sub>2</sub> absorption and a 2.13% decrease in kinetics after ten cycles. …”