Methods used to extract shoreline changes. by Zihao Duan (17403792)

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Coastline variations in different years. Map data were generated with Natural Earth (http://www.naturalearthdata.com/). by Zihao Duan (17403792)

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

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

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

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

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Univariate analyses. by Zachary E. M. Giovannini-Green (22008277)

“…Female individuals and rural residents also had significantly higher mean monthly ED visits than male individuals (Female = 0.51 vs Male = 0.21, p < 0.01) and urban residents (rural = 0.38 vs urban = 0.21, p = 0.02). …”

Overview of individuals in the study. by Zachary E. M. Giovannini-Green (22008277)

“…Female individuals and rural residents also had significantly higher mean monthly ED visits than male individuals (Female = 0.51 vs Male = 0.21, p < 0.01) and urban residents (rural = 0.38 vs urban = 0.21, p = 0.02). …”

Multivariate analyses. by Zachary E. M. Giovannini-Green (22008277)

“…Female individuals and rural residents also had significantly higher mean monthly ED visits than male individuals (Female = 0.51 vs Male = 0.21, p < 0.01) and urban residents (rural = 0.38 vs urban = 0.21, p = 0.02). …”

Comparison with Existing Studies. by 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. by 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. by 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. …”

FAT1 interacts with the E3 ligase MIB2. by Rui Li (4631)

Role of MIB2 in tumor cell growth <i>in vitro.</i> by Rui Li (4631)

Role of MIB2 and CAMK2 in FAT1-depndent regulation of YAP/TAZ protein levels and YAP/TAZ nuclear localization. by Rui Li (4631)

Regulation of YAP/TAZ through MIB2 in HNSCCs. by Rui Li (4631)