Mix CBR value/%. by Yunke Liu (4839084)

“…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. …”

Mixed embankment settlement monitoring results. by Yunke Liu (4839084)

“…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. …”

Test road monitoring results. by Yunke Liu (4839084)

“…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. …”

Schematic diagram of the wet/dry cycle process. by Yunke Liu (4839084)

“…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. …”

Quantitative analysis table of mix composition. by Yunke Liu (4839084)

“…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. …”

Basic physical indexes of red clay. by Yunke Liu (4839084)

“…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. …”

Sample preparation process diagram. by Yunke Liu (4839084)

“…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. …”

Layout plan of settlement monitoring points. by Yunke Liu (4839084)

“…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. …”

SCA-2 curing agent basic parameters. by Yunke Liu (4839084)

“…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. …”

Four grid table. by Xiaoling Zhong (181270)

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Flowchart depicting the selection of the study population. by Xiaoling Zhong (181270)

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Signal strength of reports of finasteride administration at the PT level (age < 18). by Xiaoling Zhong (181270)

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Signal strength of reports of finasteride administration at the preferred term level in the FAERS database. by Xiaoling Zhong (181270)

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Four major algorithms used for signal detection. by Xiaoling Zhong (181270)

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Time to onset of AEs in male and female patients receiving finasteride therapy. by Xiaoling Zhong (181270)

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Signal strength of reports of finasteride administration at the SOC level. by Xiaoling Zhong (181270)

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Signal strength of reports of finasteride administration at the SOC level by Xiaoling Zhong (181270)

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Signal strength of reports of finasteride administration in female at the PT level. by Xiaoling Zhong (181270)

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Signal strength of reports of finasteride administration in male at the PT level. by Xiaoling Zhong (181270)

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Signal strength of reports of finasteride administration at the PT level (age = 18-65). by Xiaoling Zhong (181270)

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