Freeze–thaw splitting 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%. …”

Preparation flowchart of ZM-modified 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%. …”

Immersion Marshall test equipment and specimens. 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%. …”

Strength test results of semi-circular specimens. 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%. …”

Bending test results of beam specimens. 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%. …”

Green Hydrogen Economy: Scenarios versus Technologies by Hua Fan (495346)

“…Our findings reveal that operational scenarios can reduce LCOH more significantly than technological improvements alone. …”

Influx of extracellular calcium activates PP2B. by Takahiko Chimura (729098)

Crack characteristics of sandstone subjected to 0 freeze-thaw cycles at loading rate of 0.05mm/min. (a) <i>t</i>_<i>p</i>-49.19s, (b) <i>t</i>_<i>p</i>-12.03s,... by Wenyu Lv (20139458)

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Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.20mm/min. (a) <i>t</i>_<i>p</i>-107.3s, (b) <i>t</i>_<i>p</i>-15.26... by Wenyu Lv (20139458)

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Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.20mm/min. by Wenyu Lv (20139458)

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(a) 48 sandstone samples used in this experiment, (b) ZYB-II vacuum pressurized water saturation device, (c)static strain gauge, (d) diagram of experimental system, including uniax... by Wenyu Lv (20139458)

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Stress-strain curves of four groups of typical sandstone samples. by Wenyu Lv (20139458)

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Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.05 mm/min. (a) <i>t</i>_<i>p</i>-100.01s, (b) <i>t</i>_<i>p</i>-19.... by Wenyu Lv (20139458)

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Study design. by Moazzam Tanveer (20775814)

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Baseline demographic characteristics of participants. by Moazzam Tanveer (20775814)

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Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.05mm/min. by Wenyu Lv (20139458)

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Variation law of AE events rate of sandstone under different freeze-thaw cycles at a loading rate of 0.05 mm/min. by Wenyu Lv (20139458)

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Changes in waist circumference, body mass index and prevalence of overweight/obesity in intervention and control groups. by Moazzam Tanveer (20775814)

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Variation law of attenuation constant of sandstone with different loading rates. by Wenyu Lv (20139458)

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Variation law of AE <i>b</i>-value of sandstone under different freeze-thaw cycles at a loading rate of 0.20mm/min. by Wenyu Lv (20139458)

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