Fig 6 - by Maryann S. Watson (16879881)

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Mean counts of fish caught per unit effort (± SE) per reef type. by Maryann S. Watson (16879881)

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Fig 4 - by Maryann S. Watson (16879881)

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Species counts for all trap (kubben) catches across sites and seasons. by Maryann S. Watson (16879881)

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Fig 5 - by Maryann S. Watson (16879881)

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Species counts per catch for all fyke catches across sites and seasons. by Maryann S. Watson (16879881)

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Fig 2 - by Maryann S. Watson (16879881)

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Species and numbers of individuals caught on reef-cages and in reference traps. by Maryann S. Watson (16879881)

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Fig 1 - by Maryann S. Watson (16879881)

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Data Sheet 1_Prognostic value of left atrial strain in significant aortic valve disease: a systematic review and meta-analysis.pdf by Na Chen (153323)

“…Background<p>Previous studies on aortic valve disease have mainly focused on the left ventricle, but increasing evidence suggests that left atrial strain also has prognostic value in significant aortic valve disease.</p>Objective<p>To systematically evaluate the prognostic value of left atrial strain in significant aortic valve disease.…”

Clinical characteristics. by Clemens Plattner (21567706)

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ZM Modifier. by Yining Wang (432154)

“…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”

Factor-level. by Yining Wang (432154)

“…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”

Gradation composition of asphalt mixture. by Yining Wang (432154)

“…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”

Technical specifications of mineral filler. by Yining Wang (432154)

“…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”

Technical indicators of coarse aggregate. by Yining Wang (432154)

“…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”

Technical specifications of fine aggregates. by Yining Wang (432154)

“…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”

Gradation composition of asphalt mixture. by Yining Wang (432154)

“…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”

Technical Specifications of ZM Modifier. by Yining Wang (432154)

“…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”

Gradation curve of asphalt mixture. by Yining Wang (432154)

“…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”