Search alternatives:
gap decrease » gain decreased (Expand Search), step decrease (Expand Search), _ decrease (Expand Search)
nn decrease » _ decrease (Expand Search), gy decreased (Expand Search), b1 decreased (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
gap decrease » gain decreased (Expand Search), step decrease (Expand Search), _ decrease (Expand Search)
nn decrease » _ decrease (Expand Search), gy decreased (Expand Search), b1 decreased (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
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7101
Thermodynamic parameters.
Published 2025“…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …”
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7102
Numerical simulation model.
Published 2025“…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …”
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7103
Reliability and failure probability.
Published 2025“…<div><p>Frost heave is a most common form of tunnel defect in cold regions. …”
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7104
IDA flowchart.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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7105
Ablation test results of QIMPN-PCA-DC model.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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7106
QIMPN framework diagram.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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7107
Basic physical parameters of shield residue.
Published 2024“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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7108
Primary composition of experimental materials.
Published 2024“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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7109
Multiple indicator test results.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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7110
I/L type node quality entity type.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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7111
Compaction test results.
Published 2024“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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7112
Experimental mix proportions.
Published 2024“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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7113
Testing function diagram of QIMPN-PCA-DC.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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7114
CBR test results.
Published 2024“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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7115
Change in moisture content of stabilized soil.
Published 2024“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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7116
Relationship between UCS and curing time.
Published 2024“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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7117
PCA-DC cycle improvement process.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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7118
Strength characteristic curve of stabilized soil.
Published 2024“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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7119
Node coding process.
Published 2025“…This offers a scientific foundation for designing and constructing prefabricated shear walls.…”
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7120
Change in pH value of stabilized soil.
Published 2024“…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”