Study area of the Caspian Sea. حسب Zihao Duan (17403792)

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Morlet wavelet power spectrum of the sea level. حسب Zihao Duan (17403792)

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(a) Change rates were calculated for each transect along the coastlines from 1985 to 2023; (b) Coastline change rates of the Caspian Sea based on the EPR and LRR. حسب Zihao Duan (17403792)

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Water surface transitions from 1984 to 2021. The map data were generated by the Global Surface Water Explorer (https://global-surface-water.appspot.com/faq). حسب Zihao Duan (17403792)

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The coastline changes of the Aral Sea from 1960 to 2023. Land cover data are from LANDSAT 8 ( حسب Zihao Duan (17403792)

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Coastal area changes during the period 1985–2023. حسب Zihao Duan (17403792)

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(a) Surface area and volume change with water level; (b) Topographic changes in the Caspian Sea. حسب Zihao Duan (17403792)

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(a) Coastline length changes in the Caspian Sea; (b) LSI changes between 1985 and 2023 (P1 = 1985–1990, P2 = 1990–1995, P3 = 1995–2000, P4 = 2000–2005, P5 = 2005–2010, P6 = 2010–20... حسب Zihao Duan (17403792)

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Ubiquitination of PoAce1 and effect of proteasome inhibitor MG132 on PoAce1. حسب Zhongjiao Liu (11877464)

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Comparison with Existing Studies. حسب Na Zhao (112953)

"…The results indicate that: (1) the presence of pores prolongs both the time to failure and the onset of the AE burst stage, with longer durations observed at higher pore dip angles; (2) AE signal amplitude and frequency vary significantly across different loading stages, and the b-value exhibits an “increase–fluctuation–decrease” trend, with the decreasing stage serving as a precursor to rock instability; (3) pore dip angle strongly influences crack propagation types: dip angles of 0°–30° favor axial cracks and through-going wing cracks, 45°–75° angles tend to induce co-planar and wing crack connectivity, while 90° angles cause crack deviation, hindering through-going failure; (4) intact rock fails in a tensile–shear mixed mode, whereas the number of shear cracks in rocks with pores initially increases and then decreases with dip angle, reaching a maximum at 45°, resulting in shear-dominated failure. …"

Specimen Preparation and Experimental Setup. حسب Na Zhao (112953)

"…The results indicate that: (1) the presence of pores prolongs both the time to failure and the onset of the AE burst stage, with longer durations observed at higher pore dip angles; (2) AE signal amplitude and frequency vary significantly across different loading stages, and the b-value exhibits an “increase–fluctuation–decrease” trend, with the decreasing stage serving as a precursor to rock instability; (3) pore dip angle strongly influences crack propagation types: dip angles of 0°–30° favor axial cracks and through-going wing cracks, 45°–75° angles tend to induce co-planar and wing crack connectivity, while 90° angles cause crack deviation, hindering through-going failure; (4) intact rock fails in a tensile–shear mixed mode, whereas the number of shear cracks in rocks with pores initially increases and then decreases with dip angle, reaching a maximum at 45°, resulting in shear-dominated failure. …"

UCS texts data. حسب Na Zhao (112953)

"…The results indicate that: (1) the presence of pores prolongs both the time to failure and the onset of the AE burst stage, with longer durations observed at higher pore dip angles; (2) AE signal amplitude and frequency vary significantly across different loading stages, and the b-value exhibits an “increase–fluctuation–decrease” trend, with the decreasing stage serving as a precursor to rock instability; (3) pore dip angle strongly influences crack propagation types: dip angles of 0°–30° favor axial cracks and through-going wing cracks, 45°–75° angles tend to induce co-planar and wing crack connectivity, while 90° angles cause crack deviation, hindering through-going failure; (4) intact rock fails in a tensile–shear mixed mode, whereas the number of shear cracks in rocks with pores initially increases and then decreases with dip angle, reaching a maximum at 45°, resulting in shear-dominated failure. …"

Dynamic characteristics of (A) FIB and (B) PCT between the survival and deceased groups of SFTS patients with HLH. حسب Bo Zhang (6559)

The results of TAP-MS using PoFbx23 as bait. حسب Zhongjiao Liu (11877464)

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Relevant parameters fitted by Pei model. حسب YongHe Liu (20477123)

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Performance index of fly ash. حسب YongHe Liu (20477123)

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Total energy and elastic strain energy under different conditions. حسب Yongsheng Liu (142720)

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Variation of T₂ spectrum of 0.38 water–binder ratio of concrete during F–T process under −3 °C curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c) Air... حسب YongHe Liu (20477123)

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Relationship curves fitted by Pei model: (a) standard curing; (b) 5 °C curing; (c) −3 °C. حسب YongHe Liu (20477123)

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Mass loss rate of marble under different chemical environments and dry-wet cycle conditions. حسب Yongsheng Liu (142720)

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