S1 Data - by Miki Doi (15347878)

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S1 Fig - by Miki Doi (15347878)

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Comparison of the proportion of each organism among contaminants between the control and bundle periods. by Miki Doi (15347878)

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Biplot of the first two CCA axes showing the relationships between soil bacterial (A) and fungal (B) communities with environmental variables. by Chengchen Pan (287383)

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Nonmetric multidimensional scaling (NMDS) ordination plot based on the Bray‒Curtis distance of samples for the bacterial (a) and fungal communities (b) in the mobile and fixed dune... by Chengchen Pan (287383)

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

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

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

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

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<i>In vivo</i> treatment decreases bacterial burden and colonization of vital organs in a skin abscess biofilm infection model. by 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. by Santiago Boccardo (5927954)

Roadbed construction 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. …”

Mixing ratios. 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 parameters of phosphogypsum. 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. …”

Chemical composition of phosphogypsum. 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 parameters of cement. 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. …”

Chemical composition 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. …”

Flowchart of the testing 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. …”

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. …”