Workflow diagram. by Zhe Wu (582498)

GSVA pathway scores for IS and OSA. by Zhe Wu (582498)

Variation of unconfined compressive strength under different (injection rates/ grouting rounds/ cementation concentrations): (a) Speed of 0.5 mL/min; (b) Speed of 3 mL/min;Speed of... by Xiaoyan Ding (291429)

These files contain the STATA program codes used in the study. by Yeo Ju Sohn (18536198)

Statistical results of daily temperature measurements for air and water. by Guoli Li (291427)

Subjects:

Functional principle of a fiber Bragg grating. by Guoli Li (291427)

Subjects:

Decay curves of peak temperatures for each water layer. by Guoli Li (291427)

Subjects:

Figs 4–8 supporting data. by Guoli Li (291427)

Subjects:

Structural diagram of water temperature field measurement system based on FBG string. by Guoli Li (291427)

Subjects:

Experimental fish pond. by Guoli Li (291427)

Subjects:

Water temperature correlation heatmap. by Guoli Li (291427)

Subjects:

Impact of solar radiation power on temperature field. by Guoli Li (291427)

Subjects:

FBG string calibration experiment. by Guoli Li (291427)

Subjects:

Calibration curves of FBG strings. by Guoli Li (291427)

Subjects:

Manhattan plot for genome-wide association study (GWAS) in a European population with depression. by Xiaomei He (795333)

“…C: Point mutations in the tail region of KIF15 significantly decreased its binding efficiency to PSD95, n = 3 (three independent experiments). …”

Average wellness for matchday, MD by Ivan Baptista (5278874)

“…<div><p>Background</p><p>Exposure to match loads significantly affects physiological and psychological indicators and, consequently, players’ wellness. …”

Graded loading creep stress loading level. by Dengke Yang (842532)

“…The results reveal that (1) freeze-thaw cycles exert a significant influence on the rock’s creep behavior, with axial strain, instantaneous strain, and creep strain increasing progressively with the number of freeze-thaw cycles; (2) dual-fractured rock samples with varying fracture angles exhibit distinct differences in creep phenomena, where increased fracture angles result in pronounced increases in instantaneous and creep strains, and higher horizontal stress levels lead to greater strain generation; (3) all rock samples with different pre-existing fractures exhibit rock bridge breakthrough during creep failure, and the variation in fracture angle affects the failure mode; (4) and the long-term strength of the rock varies with changes in fracture angle and freeze-thaw cycle frequency, showing an increasing trend with greater fracture angles but a rapid decrease with increasing freeze-thaw cycles. …”

Schematic diagram of rock samples. by Dengke Yang (842532)

“…The results reveal that (1) freeze-thaw cycles exert a significant influence on the rock’s creep behavior, with axial strain, instantaneous strain, and creep strain increasing progressively with the number of freeze-thaw cycles; (2) dual-fractured rock samples with varying fracture angles exhibit distinct differences in creep phenomena, where increased fracture angles result in pronounced increases in instantaneous and creep strains, and higher horizontal stress levels lead to greater strain generation; (3) all rock samples with different pre-existing fractures exhibit rock bridge breakthrough during creep failure, and the variation in fracture angle affects the failure mode; (4) and the long-term strength of the rock varies with changes in fracture angle and freeze-thaw cycle frequency, showing an increasing trend with greater fracture angles but a rapid decrease with increasing freeze-thaw cycles. …”

Rock mechanics testing machine. by Dengke Yang (842532)

“…The results reveal that (1) freeze-thaw cycles exert a significant influence on the rock’s creep behavior, with axial strain, instantaneous strain, and creep strain increasing progressively with the number of freeze-thaw cycles; (2) dual-fractured rock samples with varying fracture angles exhibit distinct differences in creep phenomena, where increased fracture angles result in pronounced increases in instantaneous and creep strains, and higher horizontal stress levels lead to greater strain generation; (3) all rock samples with different pre-existing fractures exhibit rock bridge breakthrough during creep failure, and the variation in fracture angle affects the failure mode; (4) and the long-term strength of the rock varies with changes in fracture angle and freeze-thaw cycle frequency, showing an increasing trend with greater fracture angles but a rapid decrease with increasing freeze-thaw cycles. …”

Variation of CSC with curing age under three curing conditions: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing. by YongHe Liu (20477123)