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significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
road decreased » group decreased (Expand Search), rate decreased (Expand Search), cost decreased (Expand Search)
fold decrease » fold increase (Expand Search), fold increased (Expand Search), fold increases (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
road decreased » group decreased (Expand Search), rate decreased (Expand Search), cost decreased (Expand Search)
fold decrease » fold increase (Expand Search), fold increased (Expand Search), fold increases (Expand Search)
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941
Illustrative diagram of the three crash types.
Published 2025“…</p><p>Results</p><p>Significant risk factors for overtaking crashes included heavy goods vehicles (HGVs) as crash partners (AOR = 1.30, 95% CI 1.27–1.33), and elderly crash partners (AOR = 2.01, 95% CI = 1.94–2.09), and decreased risk in rural area with speed limits of 20–30 miles per hour (AOR = 0.45, 95% CI = 0.43–0.47). …”
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942
Multivariate logistic regression results.
Published 2025“…</p><p>Results</p><p>Significant risk factors for overtaking crashes included heavy goods vehicles (HGVs) as crash partners (AOR = 1.30, 95% CI 1.27–1.33), and elderly crash partners (AOR = 2.01, 95% CI = 1.94–2.09), and decreased risk in rural area with speed limits of 20–30 miles per hour (AOR = 0.45, 95% CI = 0.43–0.47). …”
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943
Univariate logistic regression results.
Published 2025“…</p><p>Results</p><p>Significant risk factors for overtaking crashes included heavy goods vehicles (HGVs) as crash partners (AOR = 1.30, 95% CI 1.27–1.33), and elderly crash partners (AOR = 2.01, 95% CI = 1.94–2.09), and decreased risk in rural area with speed limits of 20–30 miles per hour (AOR = 0.45, 95% CI = 0.43–0.47). …”
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944
Flow chart of sediment P fractionation procedure.
Published 2025“…The NH<sub>4</sub>Cl-Po and NaHCO<sub>3</sub>-Po concentrations in sediments showed the greatest decrease (accounting for 97.6% of total decrease) during the experiment. …”
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945
Testing specimens.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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946
Comparison of experimental and numerical results.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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947
Relationships between crack initiation.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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948
Fitting parameters of damage model.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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949
Fitting Stress-Strain Curves of M20 Specimen.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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950
Numerical model for mortar-sandstone specimen.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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951
Failure Modes of M20 Specimens.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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952
Servo pressure machine.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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953
Fitting Stress-Strain Curves of M30 Specimens.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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954
Preparation ratio of mortar/(kg·m<sup>-3</sup>).
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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955
Relationships between peak stress.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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956
Micro-parameters of mortar and sandstone.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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957
Failure Modes of M30 Specimens.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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958
Fitting Stress-Strain Curves of M40 Specimens.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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959
Failure Modes of M40 Specimens.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”
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960
Stress-strain curves of composite.
Published 2025“…The decrease reaches the maximum at a mortar strength of M40. …”