Close-up view of the slurry. by Jiawei Fan (8822046)

“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”

The physical index properties of the loess. by Jiawei Fan (8822046)

“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”

Flow chart of experimental protocol. by Eun-Seon Yang (19751340)

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General characteristics and resting vital signs of the participants. by Eun-Seon Yang (19751340)

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A representative participant performing a Valsalva maneuver while checking the real-time respiratory pressure indicator. by Eun-Seon Yang (19751340)

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Biosignals acquisition protocols in pre and post VM. by Eun-Seon Yang (19751340)

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A representative ultrasound axis image. by Eun-Seon Yang (19751340)

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Vascular dynamic changes caused by VM performance. by Eun-Seon Yang (19751340)

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Comparison of the correlations of PWV and stiffness with variables. by Eun-Seon Yang (19751340)

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The aging parameters of each group of batteries. by Peijian Jin (22265437)

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The peak frequency of the two waveforms of the acoustic emission signal of batteries. by Peijian Jin (22265437)

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Connection of lithium-ion battery acoustic emission experimental equipment. by Peijian Jin (22265437)

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Waveform time interval in the 0.5C discharge stage of each group. by Peijian Jin (22265437)

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Capacity curve of lithium-ion battery cyclic aging. by Peijian Jin (22265437)

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Waveform time interval in the 1C discharge stage of each group. by Peijian Jin (22265437)

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Flowchart of the extraction of the peak frequencies of the two waveforms. by Peijian Jin (22265437)

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Minimal data set. by Peijian Jin (22265437)

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Battery parameters. by Peijian Jin (22265437)

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Battery voltage changes during discharge and charge. by Peijian Jin (22265437)

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Burst acoustic emission signal recorded in continuous acquisition mode. by Peijian Jin (22265437)

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