Research on the Safety Distance Affected by Ultrahigh Energy Dynamic Compaction

Zhi Fa Yu; Shu Wang Yan; Sheng Li Zhu

doi:10.4028/www.scientific.net/AMR.1065-1069.172

Paper Titles

Numerical Simulation and Design Optimization Research of Slope Ratio and Platforms Influence on a High Rock Cut Slope Engineering Stability
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Particle Flow Simulation of Direct Shear Test of Rock Discontinuities
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Research of Calculation Method for Final Soft Clay Ground Settlement by Preloading Method
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Research on Moisture Migration Experiment of Seasonally Frozen Zone Saline Soil
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Research on the Safety Distance Affected by Ultrahigh Energy Dynamic Compaction
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Researching on the Theory of Horizontal Vibration of the Pile in the Radial Inhomogeneous Viscoelastic Saturated Soil
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Stability Analysis of Soil Slope Using Discontinuity Layout Optimization
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Stability Analysis of Surrounding Rock Based on QGA-SVM
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Study on Algorithm of Improved Modified Cambridge Model Calculation Accuracy
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Research on the Safety Distance Affected by...

Research on the Safety Distance Affected by Ultrahigh Energy Dynamic Compaction

Abstract:

By taking practical engineering cases as an example, this article judges the safety distance affected by ultrahigh energy dynamic compaction. Through the organization and analysis of the data of several ultrahigh energy dynamic compaction projects, the opinion that the judgment method of vibration acceleration exists flaws is proposed. Considering the possible influence of dynamic compaction vibration on person and other non-buildings, it suggests to use the method of vibration velocity to judge affected safety distance.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

172-179

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.172

Citation:

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Online since:

December 2014

Authors:

Zhi Fa Yu*, Shu Wang Yan, Sheng Li Zhu

Keywords:

Safety Distance, Ultrahigh Energy Dynamic Compaction, Vibration Acceleration, Vibration Velocity

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* - Corresponding Author

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