Primers used for real-time qPCR. by Eloise Parry-Nweye (7548998)

“…The results show that the infectivity of aerosolized Phi6 in air decreased by ≥ 1 log₁₀ as the relative humidity (RH) increased from 25% to 75% but then increased by ≥ 1 log₁₀ as the RH further increased to 85%, resulting in a characteristic V-shape curve which varied with exposure time. …”

IDA flowchart. by Jun Zhao (59250)

“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”

Numerical simulation model. by Jianqing Jia (21001506)

“…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …”

Reliability and failure probability. by Jianqing Jia (21001506)

“…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …”

Malformations of cardiac valves in <i>Drosophila.</i> by Christian Meyer (6035)

Abnormal expression of IQGAP1, cleaved caspase-3, BCL‐2, and BAX in the aortic wall of HFD mice and AS plaque. by Shaojun Huang (12489901)

“…<p>(A,B,C) H&E and Oil Red O staining shows the occurrence of AS in the HFD group following 12 weeks of dietary intake. …”

Ablation test results of QIMPN-PCA-DC model. by Jun Zhao (59250)

“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”

QIMPN framework diagram. by Jun Zhao (59250)

“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”

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

“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”

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

“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”

Multiple indicator test results. by Jun Zhao (59250)

“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”

I/L type node quality entity type. by Jun Zhao (59250)

“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”

Compaction test results. by Shoujie Wang (18326754)

“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”

Experimental mix proportions. by Shoujie Wang (18326754)

“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”

Testing function diagram of QIMPN-PCA-DC. by Jun Zhao (59250)

“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”

CBR test results. by Shoujie Wang (18326754)

“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”

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

“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”

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

“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”

PCA-DC cycle improvement process. by Jun Zhao (59250)

“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”

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

“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”