S4 Table - by Yong-Rae Kim (19797278)

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S6 Table - by Yong-Rae Kim (19797278)

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The images of erosion control dams (ECDs) with three different exteriors. by Yong-Rae Kim (19797278)

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Fig 3 - by Yong-Rae Kim (19797278)

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Fig 4 - by Yong-Rae Kim (19797278)

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Fig 5 - by Yong-Rae Kim (19797278)

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Comparison of six theoretical mood factors and TMD scores estimated using K-POMS-B between three ECDs (<i>n</i> = 34; *<i>p</i> < 0.05 using Friedman test with Bonferroni’s correct... by Yong-Rae Kim (19797278)

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Basic mechanical parameters of concrete specimens. by Zhezhe Zhang (19704587)

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Percentage reduction of shear strength parameters. by Zhezhe Zhang (19704587)

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<i>JRC</i> values of concrete joint specimens of each group. by Zhezhe Zhang (19704587)

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Concrete joint specimens with the same morphology. by Zhezhe Zhang (19704587)

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Comparison strength of the path of CNL and UNLCSL. by Zhezhe Zhang (19704587)

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Relationship between peak shear displacement and normal stress. by Zhezhe Zhang (19704587)

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Stress path diagram of Ⅱ, Ⅲ and Ⅳ groups of specimens. by Zhezhe Zhang (19704587)

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Translation efficiency of a replication-incompetent cap0 reporter YFV genome is reduced in mosquito cells. by Anja vom Hemdt (19787189)

Unloading direct shear test results of concrete joints under three stress paths. by Zhezhe Zhang (19704587)

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Failure modes of the joint surface under different normal stresses of group C specimens under the CNL path. by Zhezhe Zhang (19704587)

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Failure modes of joint surfaces under different τ₁of group C specimens under the UNLCSL path. by Zhezhe Zhang (19704587)

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Effect of 1.25% of SCFP on MDR <i>Salmonella</i> serovars reduction at 24h. by Elena G. Olson (10649705)

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Microbial differential abundance at 24 hours post-treatment was assessed using ANCOM (<i>P</i> <  0.05). by Elena G. Olson (10649705)

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