Resistivity variation with depth at different times under constant groundwater table conditions. by Kui Suo (20614613)

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Basic physical properties of diesel. by Kui Suo (20614613)

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The depth of LNAPL migration as the groundwater table declines over time. by Kui Suo (20614613)

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The Depth of LNAPL migration under constant groundwater table conditions over time. by Kui Suo (20614613)

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Variation of resistivity with LNAPL content. by Kui Suo (20614613)

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Low Shrinkage and Robust Polyimide/Ultrafine Glass Fiber Aerogel for Efficient Heat Resistance and Oil/Water Separation by Song Zhang (180477)

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Rate of resistivity change at different times under constant groundwater table conditions. by Kui Suo (20614613)

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The Rate of LNAPL migration under constant groundwater table conditions over time. by Kui Suo (20614613)

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Variation of LNAPL migration rate over time in unsaturated conditions. by Kui Suo (20614613)

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CaCl₂ and MnCl₂ treatment significantly reduced Pol I occupancy on the rDNA template. by Abigail K. Huffines (20721555)

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. …”

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

C2f-E improvement process. by Pingping Yan (462509)

Experimental flow chart. by Dong Feng (5375471)

“…It can be clearly seen that the intensity of clay minerals significantly increased in the weathered rock. whereas the proportion of quartz and feldspar decreases correspondingly. …”

Sampling location diagram. by Dong Feng (5375471)

“…It can be clearly seen that the intensity of clay minerals significantly increased in the weathered rock. whereas the proportion of quartz and feldspar decreases correspondingly. …”

Rock physical parameters of the samples. by Dong Feng (5375471)

“…It can be clearly seen that the intensity of clay minerals significantly increased in the weathered rock. whereas the proportion of quartz and feldspar decreases correspondingly. …”

Data. by Dong Feng (5375471)

“…It can be clearly seen that the intensity of clay minerals significantly increased in the weathered rock. whereas the proportion of quartz and feldspar decreases correspondingly. …”

Fractal dimensions of different rock samples. by Dong Feng (5375471)

“…It can be clearly seen that the intensity of clay minerals significantly increased in the weathered rock. whereas the proportion of quartz and feldspar decreases correspondingly. …”