Dynamic Triaxial Test Research of Stage Change of Cohesive Soil

Xiao Yang Rong; Tian Hong Yang; Pei Tao Wang; Hong Wang; Yang Li

doi:10.4028/www.scientific.net/AMM.353-356.937

Paper Titles

Soil Resistivity Measurements to Predict Moisture Content and Density in Loose and Dense Soil
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Optimization Design of Coupling Beam of the Frame Double-Row Piles
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Research on Geogrid Strain of Reinforced Earth Retaining Wall by Numerical Simulation
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Numerical Study on Dam-Foundation-Dam Interaction
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Dynamic Triaxial Test Research of Stage Change of Cohesive Soil
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The Study of Optimization Design Numerical Simulation on Variable Spacing Pile-Raft Foundation
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Stability Analysis of Unsaturated Soil Slopes Based on Unified Strength Theory
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Anti-Floating Anchor Rods and Waterproof Construction Technology for Deep Pits
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Analysis on FLAC Large Deformation Mode of Rock Mass due to Transform from Open-Pit to Underground Mining
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Dynamic Triaxial Test Research of Stage Change of...

Dynamic Triaxial Test Research of Stage Change of Cohesive Soil

Abstract:

With the STX-50 pneumatic-typed dynamic triaxial system, the undrained dynamic triaxial tests on the saturated cohesive soil are performed to study the dynamic strength properties. The changing process of the dynamic strength, backbone curve and the soil deformation of the cohesive soil under dynamic load are zoom analysis by stages to get their regularity. It is found that the stage change of the dynamic strength, backbone curve and the soil deformation all exist, which the stage I of the soil deformation has little damage, the stage III is not allowed, the stage II is determined by the importance of the concrete and the sensitive degree to the deformation. In order to analysis the deformation stability and stress stability of the formation in the effect of the dynamic load, provide qualitative and quantitative basis for the soil dynamic study.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

937-940

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.937

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Online since:

August 2013

Authors:

Xiao Yang Rong, Tian Hong Yang, Pei Tao Wang, Hong Wang, Yang Li

Keywords:

By Stage, Cohesive Soil, Dynamic Characteristic, Dynamic Triaxial Test

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