بدائل البحث:
largest decrease » larger decrease (توسيع البحث), marked decrease (توسيع البحث)
values decrease » values increased (توسيع البحث)
linear decrease » linear increase (توسيع البحث)
laser decrease » larger decrease (توسيع البحث), water decreases (توسيع البحث), teer decrease (توسيع البحث)
largest decrease » larger decrease (توسيع البحث), marked decrease (توسيع البحث)
values decrease » values increased (توسيع البحث)
linear decrease » linear increase (توسيع البحث)
laser decrease » larger decrease (توسيع البحث), water decreases (توسيع البحث), teer decrease (توسيع البحث)
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561
A Hydrate-Bearing Sediment Gas Replacement Mechanical Behavior Regulation Mechanism and Slope Stability Analysis
منشور في 2025"…The strength criteria show that the internal friction angle is influenced solely by sand particle composition, while cohesion has an exponential relationship with saturation and a linear relationship with replacement percentage. (2) In terms of strain characteristics, within the critical state model, the slope <i>M</i> of the critical state line on the <i>q</i>–<i>p</i>′ plane increased as hydrate saturation rose. …"
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562
A Hydrate-Bearing Sediment Gas Replacement Mechanical Behavior Regulation Mechanism and Slope Stability Analysis
منشور في 2025"…The strength criteria show that the internal friction angle is influenced solely by sand particle composition, while cohesion has an exponential relationship with saturation and a linear relationship with replacement percentage. (2) In terms of strain characteristics, within the critical state model, the slope <i>M</i> of the critical state line on the <i>q</i>–<i>p</i>′ plane increased as hydrate saturation rose. …"
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563
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564
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565
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566
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567
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568
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569
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570
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571
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572
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573
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574
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575
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576
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577
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578
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579
Change in pH value of stabilized soil.
منشور في 2024"…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …"
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580