BPN values at wet and slippery bends. by Qiang Pan (3818617)

“…<div><p>In order to study the change law of the anti sliding performance of desert highway in the wet and slippery state of the curve, two different curves and straight roads of the same highway were selected for the field test through the method of field test. …”

MTD values at wet and slippery bends. by Qiang Pan (3818617)

“…<div><p>In order to study the change law of the anti sliding performance of desert highway in the wet and slippery state of the curve, two different curves and straight roads of the same highway were selected for the field test through the method of field test. …”

Climate change and cancer are deemed a greater concern than AR largely independent of age. by Emily Smith (3125130)

The calculation process of severe drying-wetting alternation. by Jianjun Dong (1790398)

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Greater dynamic complexity only slightly increases hyperparameter sensitivity. by Rodrigo Osuna-Orozco (20686205)

Two hypothesized models for C period decrease as growth rate increases. by Sara Sanders (4163479)

The weighted clustering coefficient increases with fluctuations attain a peak by about May 01, 2020, and decreases to a stable value from July 2020. by Satyam Mukherjee (2576785)

“…<p>The weighted clustering coefficient increases with fluctuations attain a peak by about May 01, 2020, and decreases to a stable value from July 2020.</p>…”

Climate change and cancer are deemed a greater concern than AR largely independent of educational background. by Emily Smith (3125130)

Shear strain increment of the dump when the drying-wetting alternate intensity is 226.8mm. by Jianjun Dong (1790398)

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Shear strain increment of the dump when the drying-wetting alternate intensity is 56.7mm. by Jianjun Dong (1790398)

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Shear strain increment of the dump when the drying-wetting alternate intensity is 453.6mm. by Jianjun Dong (1790398)

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Shear strain increment of the dump when the drying-wetting alternate intensity is 113.4mm. by Jianjun Dong (1790398)

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Safety factor <i>K</i> of the dump under different drying-wetting alternate intensities. by Jianjun Dong (1790398)

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Decreasing genome breadth of coverage in samples with high Cq values. by Paul Y. Kim (7491026)

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Mass damage rate under different pH values and dry-wet cycles. by Yongsheng Liu (142720)

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The results of GO functional enrichment analysis (Annotation: The higher the value, the greater the importance). by Lin Zhou (141050)

Parameter values and the corresponding KGE values of the filtered respective model runs for wet scenarios based on threshold a, c and e. by Fabian Mitze (21084251)

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Maximum accumulated settlement value <i>Z</i>_<i>max</i> of the dump under different drying-wetting alternating intensities. by Jianjun Dong (1790398)

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Change in pH value of stabilized soil. by Shoujie Wang (18326754)

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Diagram of pore pressure variation of the dump when the drying-wetting alternate intensity is 226.8mm (unit: Pa). by Jianjun Dong (1790398)

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