Search alternatives:
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
significant units » significant anti (Expand Search), significant bias (Expand Search), significant insights (Expand Search)
units decrease » units increased (Expand Search), unit increase (Expand Search), visits decreased (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
significant units » significant anti (Expand Search), significant bias (Expand Search), significant insights (Expand Search)
units decrease » units increased (Expand Search), unit increase (Expand Search), visits decreased (Expand Search)
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Growth of bacteria in various media and temperatures with or without Sf14 infection.
Published 2025Subjects: -
805
Growth of bacteria in various media and temperatures with or without Sf14 infection.
Published 2025Subjects: -
806
Summary of post-treatment disease course measures from MDMA-AT publications.
Published 2025Subjects: -
807
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808
Summary of post-treatment CAPS score changes from clinical trials with FDA-approved medications.
Published 2025Subjects: -
809
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810
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811
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812
Summary of post-treatment disease course measures from off-label medications clinical trials.
Published 2025Subjects: -
813
Summary of post-treatment CAPS score changes from clinical trials with psychotherapies.
Published 2025Subjects: -
814
Summary of clinical studies of FDA-approved medications for PTSD: Disease course outcomes.
Published 2025Subjects: -
815
Summary of post-treatment disease course measures from clinical trials with psychotherapies.
Published 2025Subjects: -
816
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817
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818
Post-treatment CAPS score changes from clinical trials with off-label PTSD medications.
Published 2025Subjects: -
819
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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820
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. …”