Change in pH value of stabilized soil. by Shoujie Wang (18326754)

“…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …”

Species occurrence along the NO₃¯ gradient (sorted by decreasing 25th percentile values). by Willem Kaijser (12872371)

Fig 8 - by Idowu A. Atoloye (12160997)

Subjects:

Impact of large choroidal vessels (LCV) and topographical orientation on percentage of flow deficit (FD%) values. by Valentin Hacker (9956024)

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

Subjects:

Basic physical parameters of shield residue. by Shoujie Wang (18326754)

“…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …”

Primary composition of experimental materials. by Shoujie Wang (18326754)

“…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …”

Compaction test results. by Shoujie Wang (18326754)

“…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …”

Experimental mix proportions. by Shoujie Wang (18326754)

“…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …”

CBR test results. by Shoujie Wang (18326754)

“…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …”

Change in moisture content of stabilized soil. by Shoujie Wang (18326754)

“…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …”

Relationship between UCS and curing time. by Shoujie Wang (18326754)

“…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …”

Strength characteristic curve of stabilized soil. by Shoujie Wang (18326754)

“…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …”

CBR test results at different curing time. by Shoujie Wang (18326754)

“…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …”

Dry and wet cycle diagram. by Binghui Zhang (10898910)

Subjects:

Dry and wet cycle experimental apparatus. by Yan Hu (30839)

“…Relative to other proportions of phosphogypsum and red clay, the mix has better dynamic strength at a 1:1 mass ratio of phosphogypsum to red clay; and too much phosphogypsum will make the mix acidic increase, resulting in some of the calcium alumina dissolved, while the dry and wet cycle will increase the internal pores of the mix, reducing the strength of the mixture.…”

Dry and wet cycle moisture content. by Yan Hu (30839)

“…Relative to other proportions of phosphogypsum and red clay, the mix has better dynamic strength at a 1:1 mass ratio of phosphogypsum to red clay; and too much phosphogypsum will make the mix acidic increase, resulting in some of the calcium alumina dissolved, while the dry and wet cycle will increase the internal pores of the mix, reducing the strength of the mixture.…”

under the action of dry and wet cycles. by Binghui Zhang (10898910)

Subjects:

Expression of NFATc1 is decreased in <i>Tcirg1</i>-knockdown osteoclasts. by Dongyan Zhang (640677)

Compressive strength variation under dry-wet cycles. by Jianmin Guo (5739536)