Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces by Niju K. Mohammed (22631779)

“…This study explores the dynamics of a deionized water droplet of 3 mm diameter impacting a freely placed glass bead of 1 mm diameter on superhydrophobic concave surfaces exhibiting a static contact angle of 153°. …”

Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces by Niju K. Mohammed (22631779)

“…This study explores the dynamics of a deionized water droplet of 3 mm diameter impacting a freely placed glass bead of 1 mm diameter on superhydrophobic concave surfaces exhibiting a static contact angle of 153°. …”

Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces by Niju K. Mohammed (22631779)

“…This study explores the dynamics of a deionized water droplet of 3 mm diameter impacting a freely placed glass bead of 1 mm diameter on superhydrophobic concave surfaces exhibiting a static contact angle of 153°. …”

Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces by Niju K. Mohammed (22631779)

“…This study explores the dynamics of a deionized water droplet of 3 mm diameter impacting a freely placed glass bead of 1 mm diameter on superhydrophobic concave surfaces exhibiting a static contact angle of 153°. …”

Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces by Niju K. Mohammed (22631779)

“…This study explores the dynamics of a deionized water droplet of 3 mm diameter impacting a freely placed glass bead of 1 mm diameter on superhydrophobic concave surfaces exhibiting a static contact angle of 153°. …”

ZM Modifier. by Yining Wang (432154)

“…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)

“…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)

“…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)

“…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)

“…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)

“…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%. …”

Rutting test results of asphalt mixtures. by Yining Wang (432154)

“…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)

“…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%. …”

Results of the orthogonal test. by Yining Wang (432154)

“…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%. …”

Rutting test results. by Yining Wang (432154)

“…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)

“…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)

“…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%. …”

Rutting test machine. by Yining Wang (432154)

“…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%. …”

Basic performance indicators of base asphalt. by Yining Wang (432154)

“…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%. …”

Rutting specimen. by Yining Wang (432154)

“…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%. …”