PCR specific primers. by Nuo Xu (130308)

“…Notably, immunization with rAd5<i>Ts</i>CLP:r<i>Ts</i>CLP elevated mucosal secretory IgA (sIgA) levels, boosted histamine concentrations, and increased goblet cell numbers in the intestinal epithelium. …”

siRNA sequence information of <i>Ts</i>CLP. by Nuo Xu (130308)

“…Notably, immunization with rAd5<i>Ts</i>CLP:r<i>Ts</i>CLP elevated mucosal secretory IgA (sIgA) levels, boosted histamine concentrations, and increased goblet cell numbers in the intestinal epithelium. …”

Certainty of affect predicted by valence and low, medium, and high trait emotional intelligence Predicted certainty of knowing how you feel in a trial, as predicted by the subject’... by Anthony G. Vaccaro (5964368)

Acoustic Startle at 28 dpf. by Morgan Barnes (7876373)

“…(C) There is a significant decrease of PPI in the 48+ and 72 + fish (p < 0.0001). …”

Network analysis and topological properties of bacterial community during dairy manure composting. by Ping Gong (37151)

Certainty of affect predicted by valence and low, medium, and, high trait emotional clarity Predicted certainty of knowing how you feel in a trial, as predicted by the subject’s st... by Anthony G. Vaccaro (5964368)

Principle of GPMelt in presence of multiple conditions. by Cecile Le Sueur (19751667)

Experiment 1; mouse and bat side by side experiment show bats develop low affinity antibodies and have more BCR diversity in their spleens. by Daniel E. Crowley (6889361)

“…Overlapping ribbons indicate no significant differences between individuals. (<b>F</b>) Splenic AID mRNA CT levels normalized to beta actin for NP-CGG (right) and NP-Ficoll (left). …”

The NS1ʹ protein enhances JEV infection in <i>Culex quinquefasciatus.</i> by Yuwei Liu (589589)

Definition and interpretation of variables. by YuMing Qin (21672800)

“…The spatial econometric model reveals that PM_2.5 levels, industrial SO₂ emissions, and smoke and dust emissions from industries all significantly increase medical visits for diagnosis and treatment. …”

Descriptive statistical results of variables. by YuMing Qin (21672800)

“…The spatial econometric model reveals that PM_2.5 levels, industrial SO₂ emissions, and smoke and dust emissions from industries all significantly increase medical visits for diagnosis and treatment. …”

miR-122 targets RBM47 via interacting with its 3’UTR. by Lijun Mao (561880)

<i>Tgr5</i> knockdown in ingWAT causes hepatic steatosis in ChAT^Cre mice receiving AAVrg-FLEX-dtA during HFD feeding. by Jiyeon Hwang (19747297)

Functional characterization of the PP2A-C2 subunit in <i>Toxoplasma gondii.</i> by Jin-Lei Wang (3535139)

Overall 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.…”

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.…”