Search alternatives:
significantly mitigated » significantly mediated (Expand Search), significantly elevated (Expand Search), significantly related (Expand Search)
mitigated decrease » estimated decrease (Expand Search)
linear decrease » linear increase (Expand Search)
significantly mitigated » significantly mediated (Expand Search), significantly elevated (Expand Search), significantly related (Expand Search)
mitigated decrease » estimated decrease (Expand Search)
linear decrease » linear increase (Expand Search)
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Schematic diagram of monitoring points and units.
Published 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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2990
The analysis procedure.
Published 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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2991
Model monitoring points and units coordinates.
Published 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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2992
Soil mechanical parameters.
Published 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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2993
Parameters of the contact surface.
Published 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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2994
The schematic diagram of free-field boundary.
Published 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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2995
Residual deformation parameters of soil.
Published 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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2996
Soil fluid and liquefaction parameters.
Published 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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2997
PL-Finn model development procedure diagram.
Published 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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2998
Validation of the optimum formula.
Published 2025“…<div><p>The goal of this study was the formulation and optimization by statistical means of bilosomal formulations of axitinib (AXT) in order to improve its anticancer efficacy in a targeted manner. …”
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2999
Baseline characteristics of the study population.
Published 2025“…</p><p>Conclusion</p><p>Preconception hypoglycemia was significantly associated with adverse pregnancy outcomes, and maternal preconception BMI could modify the association. …”
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3000
<i>TcPiezo-CKO</i> responses to hypoosmotic stress.
Published 2025“…(D) Tet-induced <i>TcPiezo2 Tet-OFF</i> cells (+Tet) had a significant decrease of intracellular Ca<sup>2+</sup> rise, compared to non-induced cells (-Tet). 100 µ M EGTA was added to remove extracellular Ca<sup>2<i>+</i></sup>, abolishing Ca<sup>2+</sup> entry, as indicated. …”