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. …"

Correlation of differential metabolites. حسب Jun Sun (48981)

Loading mode. حسب Maogang Tian (21485116)

"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"

Model and meshes. حسب Maogang Tian (21485116)

"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"

Shearing forces in the tension zone. حسب Maogang Tian (21485116)

"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"

Pile foundation section. حسب Maogang Tian (21485116)

"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"

Shearing force in the pressure zone. حسب Maogang Tian (21485116)

"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"

Strain-stress maps of vertical pile foundation. حسب Maogang Tian (21485116)

"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"

Displacement-inclination variation graph. حسب Maogang Tian (21485116)

"…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"