بدائل البحث:
greater decrease » greatest decrease (توسيع البحث), greater increase (توسيع البحث), greater disease (توسيع البحث)
lower decrease » larger decrease (توسيع البحث), linear decrease (توسيع البحث), teer decrease (توسيع البحث)
we decrease » _ decrease (توسيع البحث), a decrease (توسيع البحث), nn decrease (توسيع البحث)
greater decrease » greatest decrease (توسيع البحث), greater increase (توسيع البحث), greater disease (توسيع البحث)
lower decrease » larger decrease (توسيع البحث), linear decrease (توسيع البحث), teer decrease (توسيع البحث)
we decrease » _ decrease (توسيع البحث), a decrease (توسيع البحث), nn decrease (توسيع البحث)
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4641
Reversible Adsorption and Interfacial Photoisomerization of Azobenzene Surfactants Studied by QCM
منشور في 2025"…We further quantify the photoisomerization kinetics at the interface, revealing that the isomerization rate constant decreases with a lower <i>trans</i> isomer concentration due to a transition from a diffuse multilayer to a confined double-layer structure. …"
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4642
Schematic diagram of monitoring points and units.
منشور في 2025"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
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4643
The analysis procedure.
منشور في 2025"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
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4644
Model monitoring points and units coordinates.
منشور في 2025"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
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4645
Soil mechanical parameters.
منشور في 2025"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
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4646
Parameters of the contact surface.
منشور في 2025"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
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4647
The schematic diagram of free-field boundary.
منشور في 2025"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
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4648
Residual deformation parameters of soil.
منشور في 2025"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
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4649
Soil fluid and liquefaction parameters.
منشور في 2025"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
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4650
PL-Finn model development procedure diagram.
منشور في 2025"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
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4651
Alternative representation of daunorubicin fluorescence testing of novel inhibitors.
منشور في 2025"…Note that for compound 78, the significance denotes a significant decrease in fluorescence.…"
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4652
Acoustic startle at 6 dpf.
منشور في 2025"…<p>(A-B) These graphs represent the area under the curve of the LLC response frequency. There are significant decreases in LLC responses in the 24+ (p < 0.0001) and 48+ (p ≤ 0.0001) fish. …"
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4653
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4654
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4655
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4656
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4657
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4658
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4659
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4660
Absolute β convergence results.
منشور في 2025"…Compared with metropolitan agglomerations such as Nanjing, Wuhan, Fuzhou, Changsha-Zhuzhou-Xiangtan, Chongqing, and Chengdu, the Xi’an metropolitan agglomeration had a lower population agglomeration level, with a significant gap. …"