Search alternatives:
greater decrease » greater increase (Expand Search), greater increases (Expand Search), rate decreased (Expand Search)
largest decrease » largest decreases (Expand Search), larger decrease (Expand Search), marked decrease (Expand Search)
linear decrease » linear increase (Expand Search)
teer decrease » mean decrease (Expand Search)
greater decrease » greater increase (Expand Search), greater increases (Expand Search), rate decreased (Expand Search)
largest decrease » largest decreases (Expand Search), larger decrease (Expand Search), marked decrease (Expand Search)
linear decrease » linear increase (Expand Search)
teer decrease » mean decrease (Expand Search)
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741
Silty clay stress‒strain curve.
Published 2024“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
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742
S1 Table -
Published 2024“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
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743
Relationship between UCS and EPS content.
Published 2024“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
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744
Physical-mechanical parameters of original soil.
Published 2024“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
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745
Relationship between UCS and slag content.
Published 2024“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
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746
S1 Data -
Published 2024“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
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747
Chemical compositions of cement and Slag <i>w/%</i>.
Published 2024“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
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748
Density versus EPS content.
Published 2024“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”
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749
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750
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751
The Intrinsic Fragility of the Liquid–Vapor Interface: A Stress Network Perspective
Published 2022“…Investigating the surface stress distribution, we have identified a linear variation of the space-filling nature (fractal dimension) of the stress clusters at the intrinsic surface with increasing surface tension or, equivalently, with decreasing temperature. …”
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752
Effects of 1,25(OH)<sub>2</sub>D<sub>3</sub> on transendothelial electrical resistance (TEER) in bEnd.3 cells under hypoxia/reoxygenation (H/R).
Published 2015“…<p><b>(A)</b> TEER was decreased by H/R. The decrease was significantly prevented by pretreatment with 1,25(OH)<sub>2</sub>D<sub>3</sub> (Vit D) at 20, 50, 100, and 200 nM. …”
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753
Physical and geometrical non-linear behavior of precast beams on elastomeric supports
Published 2018“…Among the principle conclusions drawn from the study, one finds that the increase in the characteristic strength of the concrete provides the beam with a higher degree of stability, and the consideration of the physical non-linear behavior of the material did not allow the equilibrium point on the numerical model to be found in some of the cases that were evaluated. …”
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754
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755
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756
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757
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758
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759
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760