Front and side images of the computer-aided design of the prostheses, including an interior perspective showing the location and size of the holes. by Long Li (6555)

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Results of cement retention with permanent adhesive in each group. by Long Li (6555)

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Abutment shoulder adhesive filling rate (AFR) of silicone rubber calculated by ImageJ. by Long Li (6555)

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Results of AFR at axial surfaces of implant prostheses in each group. by Long Li (6555)

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Retention strength testing of the cemented crown by universal testing machine. by Long Li (6555)

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(A) Auxiliary marking points to ensure complete and accurate seating of the prosthesis. by Long Li (6555)

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Data of Cement retention force(N) for each group in retention strength test. by Long Li (6555)

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AFR at abutment shoulder in each group calculated by ImageJ software. by Long Li (6555)

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Coverage of silicone rubber on the axial and abutment shoulder surfaces (Yellow: high fluidity rubber; Blue: low fluidity rubber). by Long Li (6555)

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Data of AFR(%) of axial surface for each group. by Long Li (6555)

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Photograph of the implant prostheses with different hole opening strategies. by Long Li (6555)

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(A) Yellow high fluidity silicone rubber is in the inner surface of the prosthesis, and red arrow shows the unfilled part. by Long Li (6555)

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AFR of axial surface for each group calculated by ImageJ software. by Long Li (6555)

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Results of adhesive filling rate (AFR) at abutment shoulder filling rate in each group. by Long Li (6555)

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Data of AFR(%) at abutment shoulder for each group. by Long Li (6555)

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Cement retention force values(N) for each group in the cement retention strength test. by Long Li (6555)

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(A) Side image of epoxy resin-made abutment-analog base and prosthesis; (B) Front image of epoxy resin-made abutment-analog base and prosthesis. by Long Li (6555)

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Mean daily sediment transport (g m^-2 day^-1) under different vegetation types and soil cover in southeastern Utah, USA, 2004 to 2018. by Andrew Kulmatiski (833256)

Statins resulted in smaller neuronal soma size. by Shuk C. Tsoi (21192243)

Roadbed construction process. by Yunke Liu (4839084)

“…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …”