Search alternatives:
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
units increased » unit increase (Expand Search), costs increased (Expand Search), soils increased (Expand Search)
units decrease » unit increase (Expand Search), visits decreased (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
units increased » unit increase (Expand Search), costs increased (Expand Search), soils increased (Expand Search)
units decrease » unit increase (Expand Search), visits decreased (Expand Search)
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881
Summary of post-treatment disease course measures from MDMA-AT publications.
Published 2025Subjects: -
882
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883
Summary of post-treatment CAPS score changes from clinical trials with FDA-approved medications.
Published 2025Subjects: -
884
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885
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886
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887
Summary of post-treatment disease course measures from off-label medications clinical trials.
Published 2025Subjects: -
888
Summary of post-treatment CAPS score changes from clinical trials with psychotherapies.
Published 2025Subjects: -
889
Summary of clinical studies of FDA-approved medications for PTSD: Disease course outcomes.
Published 2025Subjects: -
890
Summary of post-treatment disease course measures from clinical trials with psychotherapies.
Published 2025Subjects: -
891
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892
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893
Post-treatment CAPS score changes from clinical trials with off-label PTSD medications.
Published 2025Subjects: -
894
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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895
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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896
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897
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898
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899
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900