Comparative Experimental Research of Soil Freezing with Pressure and Non-Pressure

Shi Yin Zhang

doi:10.4028/www.scientific.net/AMM.580-583.48

Paper Titles

Affect of Large Deep Foundation Pit Dewatering on the Neighboring Buildings
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Analysis of Monitoring Results of a Deep Foundation Pit with Pile-Anchor Retaining Structure
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Analysis on Strengthening of Plant to Slope Soil under Orthogonal States
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Centrifuge Model Study of High Strength Piles Composite Foundation Settlement & Instability under Embankment in Different Kind Soils by Different Pile Spacing
p.38

Comparative Experimental Research of Soil Freezing with Pressure and Non-Pressure
p.48

Discussion on Treatment Technology of Reinforcement Pile in Karst Area
p.52

Effect of Variable Permeability Coefficient on Consolidation of Ultra-Soft Ground under Vacuum Preloading
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Experimental Application of Fractal Theory into Selection of Subgrade Filling Materials
p.61

Experimental Study of Static Disintegration on Unsaturated Soil
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Comparative Experimental Research of Soil Freezing...

Comparative Experimental Research of Soil Freezing with Pressure and Non-Pressure

Abstract:

Use two kinds of soil, processes the uniaxial compressive strength test under the condition of pressure and zero pressure freeze, concludes different test results. That is the uniaxial compressive strength of frozen soil under pressure is higher than that without pressure, and laboratory test data as the basis for the design of the temporary support is relatively safe.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

48-51

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.48

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Online since:

July 2014

Authors:

Shi Yin Zhang

Keywords:

Contrast Test, Freeze under Pressure, Freeze without Pressure

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References

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