The introduction of mutualisms into assembled communities increases their connectance and complexity while decreasing their richness. by Gui Araujo (22170819)

“…When they stop being introduced in further assembly events (i.e. introduced species do not carry any mutualistic interactions), their proportion slowly decreases with successive invasions. (B) Even though higher proportions of mutualism promote higher richness, introducing this type of interaction into already assembled large communities promotes a sudden drop in richness, while stopping mutualism promotes a slight boost in richness increase. …”

Participant demographics. * P-values were determined using Fisher-Freeman-Halton test when contingency tables are larger than 2 × 2. by Elie Mulhem (22537863)

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Schematic diagram of calculation model between the buried PE pipeline and foundation soils. by Pengcheng Li (123281)

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<b>Supporting data for manuscript</b> "<b>Voluntary locomotion induces an early and remote hemodynamic decrease in the large cerebral veins</b>" by Kira Shaw (18796168)

“…<p dir="ltr">The CSV file 'Eyreetal_DrainingVein_SourceData' contains the averaged time series traces and extracted metrics from individual experiments used across Figures 1-5 in the manuscript "Voluntary locomotion induces an early and remote hemodynamic decrease in the large cerebral veins". The following acronyms included in the CSV file are defined as follows: Hbt is total hemoglobin, Art is artery region, DV is draining vein region, WV is whisker vein region, SEM is standard error mean, TS is time series, max peak is maximum peak, min peak is minima, AUC is area under the curve, WT is wild-type, AD is Alzheimer's disease, ATH is atherosclerosis and MIX is mixed AD/atherosclerosis. …”

Physical and mechanical parameters of soils. by Pengcheng Li (123281)

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Fitting parameters of the relationship between the PE pipeline and deformation under various stacking loads and PE pipelines. by Pengcheng Li (123281)

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Design of working conditions for numerical simulation. by Pengcheng Li (123281)

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Deformation variation of buried DN50 PE pipeline with different buried depths. by Pengcheng Li (123281)

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Comparisons between the experimented and calculated deformation of PE pipeline with different buried depths. by Pengcheng Li (123281)

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Relationship between the stress and buried depth for the PE pipeline. by Pengcheng Li (123281)

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Basic physical and mechanical parameters of PE pipeline. by Pengcheng Li (123281)

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Stress of DN32 PE pipeline buried at the depth of 0.8 m with different stacking loads. by Pengcheng Li (123281)

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Supplementary data files. by Pengcheng Li (123281)

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Experimental design and sensor layout. by Pengcheng Li (123281)

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Deformation of buried DN50 PE pipeline exposed to 5000 kN/m² stacking load with various buried depths. by Pengcheng Li (123281)

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Stress of DN32 PE pipeline with the buried depth of 0.8 m. by Pengcheng Li (123281)

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Maximum deformation variation of buried DN50 PE pipeline with different stacking loads. by Pengcheng Li (123281)

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Noise decrease rate comparison. by Xianlin Ren (22783589)

Schematic workflow diagram of the StackBoost model framework. by Bin Pan (742525)

Larger example of stimuli with cue relevant for Task 3. by Marcel F. Hinss (14675457)