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significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
greatest decrease » treatment decreased (Expand Search), greater increase (Expand Search)
level decrease » levels decreased (Expand Search), level increased (Expand Search), teer decrease (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
greatest decrease » treatment decreased (Expand Search), greater increase (Expand Search)
level decrease » levels decreased (Expand Search), level increased (Expand Search), teer decrease (Expand Search)
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10101
Fig S1.
Published 2025“…Black arrows indicate the formation of heteroduplexes, which are absent in the controls of uninduced and untransfected cells, as well as in induced but untransfected cells (Ctrl and Ctrl2, respectively). A noticeable decrease in amplicon yield suggests significant modifications following Cas9 cleavage and DNA repair processes. …”
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10102
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10103
Robust chain-length specific elevations in long chain phospholipids in peroxisomal mutant larvae.
Published 2025“…<p>Total levels in mol% of PC 37:2: and PC 38:2 Phosphatidylcholine (PC) in <i>pex2</i> and <i>pex16</i> larvae shows dramatic and significant increases in long chain phospholipids. …”
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10104
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10105
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10106
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10107
Long-term changes in ABG parameters retrospectively tracked from the initiation of LTOT in the CRF group.
Published 2025“…<p>From five years prior to the initiation of LTOT, a decrease in PaO<sub>2</sub> and PaCO<sub>2</sub>, accompanied by an increase in A-aDO<sub>2</sub>, was observed. …”
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10108
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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10109
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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10110
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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10111
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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10112
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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10113
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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10114
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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10115
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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10116
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10117
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10118
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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10119
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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10120
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. …”