Mixing ratios. حسب 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 parameters of phosphogypsum. حسب 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. …"

Chemical composition of phosphogypsum. حسب 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 parameters of cement. حسب 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. …"

Chemical composition of red clay. حسب 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. …"

Flowchart of the testing process. حسب 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. …"

Mix CBR value/%. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. …"

Simulated regional mean wetland seasons. حسب Nic Gedney (19762301)

Demographics and clinical measurements (mean ± SD). حسب Kang Wu (160544)

Network comparison of features (mean ± SD). حسب Kang Wu (160544)

Both oral arginine and citrulline protect against eCM. حسب Irene Gramaglia (6439613)

Trend of resistivity changes with increasing water content at different LNAPL contents. حسب Kui Suo (20614613)

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