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larger decrease » marked decrease (Expand Search)
teer decrease » greater decrease (Expand Search)
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1041
Data.
Published 2025“…Dual-energy X-ray absorptiometry was used for BMD measurements and atomic absorption spectrometry for U-Cd analysis. The mean U-Cd levels in males (7.18 ± 1.35 μg/g creatinine) were significantly higher (p < 0.001) than in females (3.68 ± 2.13 μg/g creatinine). …”
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1042
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1043
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1044
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1045
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1046
Singling Out the Electrochemiluminescence Profile in Microelectrode Arrays
Published 2025“…The estimated thickness of the ECL emitting layer (TEL) was significantly larger on Au (∼7 μm) than on GC (∼4 μm), attributed to the interplay between the electrode material and dominant ECL mechanism. …”
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1047
Singling Out the Electrochemiluminescence Profile in Microelectrode Arrays
Published 2025“…The estimated thickness of the ECL emitting layer (TEL) was significantly larger on Au (∼7 μm) than on GC (∼4 μm), attributed to the interplay between the electrode material and dominant ECL mechanism. …”
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1048
Study variables.
Published 2025“…The mean tree cover percentage also decreased from 21% in 2011 to 19% in 2016. …”
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1049
Descriptive statistics.
Published 2025“…The mean tree cover percentage also decreased from 21% in 2011 to 19% in 2016. …”
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1050
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1051
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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1052
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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1053
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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1054
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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1055
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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1056
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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1057
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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1058
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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1059
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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1060
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. …”