An Experimental Study on the Dynamic Strength of Earth-Rock Aggregate

Yue Qiang; Jin Cai Wang; Wei Chen

doi:10.4028/www.scientific.net/AMM.353-356.597

Paper Titles

Influence Study of Confining Pressure on the Dynamic Parameters of the Silty Clay
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Analysis of Engineering Application about Reinforced Earth Retaining Wall
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Compressive Properties of Crushed Stone-Loess Reinforced with Geogrid
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Numerical Simulation of Post-Construction Deformation Characteristics of Storage Oil Tank Ground
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An Experimental Study on the Dynamic Strength of Earth-Rock Aggregate
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Strength Attenuation Law of Damaged Rock Samples and its Structure Effect
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Study on Strength Properties and Crack Expansion Evolution Laws of Rock Containing Multiple Fissures
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Displacement Prediction for Soil Nailing Based on ANN
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Research on Seepage Field in Fractured Rock Mass of Underground Oil Storage Cave Using Distinct Element Method
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356An Experimental Study on the Dynamic Strength of...

An Experimental Study on the Dynamic Strength of Earth-Rock Aggregate

Abstract:

This paper, based on dynamic triaxial apparatus of GDS, makes a consolidated undrained dynamic triaxial test of the saturated earth-rock aggregate of different earth-rock ratio, analyzes its processes and results, and preliminary discusses the influence of confining pressure, dynamic stress and earth-rock ratio on the dynamic strength of sandy pebble soil samples. Therefore, it providess some cognition of the study of earth-rock aggregate.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

597-601

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.597

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Online since:

August 2013

Authors:

Yue Qiang, Jin Cai Wang, Wei Chen

Keywords:

Confining Pressure, Dynamic Triaxial Test, Earth-Rock Aggregate, Earth-Rock Ratio

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References

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