Change in pH value of stabilized soil. حسب 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. …"

Decreasing trends in HbA1c are visible when using the average HbA1c for each dataset for T1Ds, but not T2Ds. حسب Hans F. Dias (14486401)

Fig 8 - حسب Idowu A. Atoloye (12160997)

الموضوعات:

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

الموضوعات:

Fig 8 - حسب B. Ulfhake (6293984)

الموضوعات:

CHIKV-infected primary joint tissue fibroblasts display decreased MHC-I cell surface expression. حسب Brian C. Ware (8544672)

Basic physical parameters of shield residue. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب 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. حسب Binghui Zhang (10898910)

الموضوعات:

Dry and wet cycle experimental apparatus. حسب 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. حسب 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. حسب Binghui Zhang (10898910)

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