Definitions of variables. by Jiawei Fan (8822046)

“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”

Realistic structure diagram of testing equipment. by Jiawei Fan (8822046)

“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”

Engineering geological cross section diagram. by Jiawei Fan (8822046)

“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”

The equipped sensors on steel pipes. by Jiawei Fan (8822046)

“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”

Close-up view of the slurry. by Jiawei Fan (8822046)

“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”

The physical index properties of the loess. by Jiawei Fan (8822046)

“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”

Polygenic adaptation analysis results for the pairwise and multi-population tests for polygenic adaptation (see Methods). by Olivia A. Gray (20700832)

“…<p>For each trait from BBJ the results of each test are reported at two GWAS significance cutoffs for inclusion of SNPs in the test. …”

Semen analysis raw data. by Jiatong Xiao (15344134)

“…Decreased sexual function due to COVID-19 Omicron may be related to body temperature and anxiety during infection.…”

The original data of survey. by Jiatong Xiao (15344134)

“…Decreased sexual function due to COVID-19 Omicron may be related to body temperature and anxiety during infection.…”

Threading Behavior and Dynamics of Ring-Linear Polymer Blends under Poiseuille Flow by Deyin Wang (6028850)

“…However, as rings are semiflexible (<i>K</i>_br > 0), the threading probability significantly decreases and then significantly increases as the flow field strength increases. …”

Test materials and test methods. by Yao Long (1604773)

“…The addition of BF significantly enhances the strength of cement cured red sandstone soil. …”

Proportions of test specimens. by Yao Long (1604773)

“…The addition of BF significantly enhances the strength of cement cured red sandstone soil. …”

Basic physical properties of red sandstone soil. by Yao Long (1604773)

“…The addition of BF significantly enhances the strength of cement cured red sandstone soil. …”

Main performance indicators of BF. by Yao Long (1604773)

“…The addition of BF significantly enhances the strength of cement cured red sandstone soil. …”

Technical parameters of cement. by Yao Long (1604773)

“…The addition of BF significantly enhances the strength of cement cured red sandstone soil. …”

Particle composition of red sandstone soil. by Yao Long (1604773)

“…The addition of BF significantly enhances the strength of cement cured red sandstone soil. …”

Ranking position of feature importance for each cluster in the post-vaccination period. by Jéssica Villar (21453137)

Ranking position of feature importance for each cluster in the pre-vaccination period. by Jéssica Villar (21453137)

Discovery of <i>N</i>‑(1,3,4-Thiadiazol-2-yl)amide Derivatives as Uncompetitive Inhibitors of 6‑Phosphogluconate Dehydrogenase by Rong Zhang (44942)

“…Among them, <b>19n</b> exhibited significant potency against 6PGD with an IC₅₀ value of 5.1 ± 1.0 μM. …”

Changes in functional connectivity between NREM and REM – comparison of in vivo experimental and in silico modeling data. by Michael Satchell (21560808)

“…Red indicates pairs with decreasing functional connectivity from NREM to REM, black indicates pairs with increasing functional connectivity from NREM to REM. …”