The linearly decreasing convergence factor a. by Junhao Wei (6816803)

Significant condition. by Junxia Zhou (14381598)

“…To identify the optimal ratio of constituents for grouting these rock masses, extreme difference and multiple linear regression analyses were conducted based on test results of flowability and mechanical properties. …”

Linear contact model. by Qingwen Li (1510687)

Results of significance for regression factors. by Junxia Zhou (14381598)

“…To identify the optimal ratio of constituents for grouting these rock masses, extreme difference and multiple linear regression analyses were conducted based on test results of flowability and mechanical properties. …”

Test soil parameters. by Yonggang Huang (223155)

“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”

Based on our time series data(first from the left), the visualizations of linear residual predictions under different decimation rates (next three) show that as the decimation rate... by Hua Huo (1818133)

Distribution of different ingredients at the same IDDSI level (Percentage and frequency) and statistical significance analysis (Chi-square test)^b'*'. by Muxi Chen (9294270)

The results of linear mixed model. by Soheila Qanbari (20455173)

Subjects:

Influence of UHMWPE length on swelling pressure. by Yonggang Huang (223155)

“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”

UHMWPF parameters. by Yonggang Huang (223155)

“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”

Influence of UHMWPE content on swelling pressure. by Yonggang Huang (223155)

“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”

Soil partice-size distribution. by Yonggang Huang (223155)

“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”

The Ishihara test for colourblindness [41] encompasses stimuli that can determine the degree and type of colourblindness a person has. by Marcel F. Hinss (14675457)

STL Linear Combination Forecast Graph. by Xiangjuan Liu (618000)

Distance-based redundancy analysis (dbRDA) plot performed from the distance-based linear model permutation test (DistLM) that describes the aggregation of sampling stations at ever... by Francisco Flores-de-Santiago (20391063)

nsP4-C483Y or Q192L mutations decrease sensitivity to 4′-FlU. by Peiqi Yin (6533747)

Test plan. by Hongqi Wang (2208238)

Test instrument. by Hongqi Wang (2208238)

Linear relationships (Spearman’s r (p-value)) the treatment-induced changes in clinical and neurophysiological data. by Soheila Qanbari (20455173)

Subjects:

Reducing Dscam1 diversity decreases adult lifespan in a cluster-specific manner, also see S6 and S7 Figs. by Haiyang Dong (4783608)