Soil bacterial (A) and fungal (B) alpha-diversity indices in mobile and fixed dunes. حسب Chengchen Pan (287383)

الموضوعات:

Relative abundances of dominant phyla in soil bacteria (a) and fungi (b) during restoration. حسب Chengchen Pan (287383)

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Map showing the location of the sampling sites of the Hulun Buir Sandy Land in China in Inner Mongolia, China. حسب Chengchen Pan (287383)

الموضوعات:

Statistical analysis of differences in the soil bacterial and fungal communities between mobile and fixed dunes. حسب Chengchen Pan (287383)

الموضوعات:

The vegetation and soil properties of mobile and fixed dunes. حسب Chengchen Pan (287383)

الموضوعات:

<i>In vivo</i> treatment decreases bacterial burden and colonization of vital organs in a skin abscess biofilm infection model. حسب Robert L. Beckman I.V (22784303)

Early IL-33 administration increases trTregs and ILC2 numbers but does not enhance parasite-specific CD8+ T cells at 10 days post infection. حسب Santiago Boccardo (5927954)

Roadbed construction 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. …"

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. …"