Search alternatives:
significantly increased » significant increase (Expand Search)
increased decrease » increased release (Expand Search), increased crash (Expand Search)
barrier decrease » barrier disease (Expand Search), marked decrease (Expand Search), barrier creates (Expand Search)
larger decrease » marked decrease (Expand Search)
significantly increased » significant increase (Expand Search)
increased decrease » increased release (Expand Search), increased crash (Expand Search)
barrier decrease » barrier disease (Expand Search), marked decrease (Expand Search), barrier creates (Expand Search)
larger decrease » marked decrease (Expand Search)
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821
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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822
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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823
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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824
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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825
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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826
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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827
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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828
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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829
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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830
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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831
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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832
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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833
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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834
Baseline characteristics of participants for changes in frailty status analyses.
Published 2025Subjects: -
835
Association of changes in frailty status with risks of Urinary Incontinence.
Published 2025Subjects: -
836
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837
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838
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839
Baseline characteristics of participants for baseline frailty status analyses.
Published 2025Subjects: -
840