Application Study on Dynamic Compaction Technology in Mine Tailings Foundation Reinforcement

Jiao Long He; Zhong Ai Jiang

doi:10.4028/www.scientific.net/AMM.170-173.3054

Paper Titles

Cutting Stability Analysis under the Influence of Blasting
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The Application of Workflow Technology in Equipment Supply Support
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Cause Analysis and Countermeasures of Emulsified Explosive Misfire in Vertical Shaft Frozen Zone Excavation Blasting
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The Trial Research of Soil-Water Characteristic Curves of Unsaturated Soil and its Engineering Application
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Application Study on Dynamic Compaction Technology in Mine Tailings Foundation Reinforcement
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Modal Analysis of the Main Frame of Horizontal Type High-Pressure Grouting Machine Based on ANSYS
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Prediction of Vibration Velocity due to Blasting Using Artificial Neural Network
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Field Design of Jet Grouting Parameters on Soilcrete Columns
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Construction Technology of Lift Slab with Concrete Filled Steel Tube Columns
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Application Study on Dynamic Compaction Technology...

Application Study on Dynamic Compaction Technology in Mine Tailings Foundation Reinforcement

Abstract:

The dynamic compaction parameters and measures for tailings foundation are proposed based on actual engineering field testing result.Results of field loading test,standard penetration test and pore water pressure test show that when tailings foundation is reinforced by dynamic compaction method,the bearing capacity value is greater than 130kpa.These provide a reference to application research of dynamic compaction in the tailings foundation.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

3054-3058

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.3054

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Online since:

May 2012

Authors:

Jiao Long He, Zhong Ai Jiang

Keywords:

Design and Construction Parameters, Dynamic Compaction Method, Field Test, Tailings Foundation

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