Testing Study and Numerical Analysis of Dynamic Compaction on the Red Sandstone Rubble Soil

Abstract:

The drop distance, times of dynamic compaction and other parameters are studied by on-site testing in order to analyse quantitatively the impact on effective reinforcement depth and radius of the red sandstone rubble soil. Large amounts of on-site test data shows that compactness standard is 93%, strong encryption range is 1.0～4.0m, the effective impact depth is 4～6m and the effective impact radius is 2.5～3.5m. At the same time, through comparison and verification the on-site testing data and numerical analysis, the relationship between times of dynamic compacting and sandstones subside is . Further more, it is revealed that dynamic compaction can restrain effectively the deformation of high fill embankment of the red sandstone rubble soil.

• Periodical: Applied Mechanics and Materials (Volumes 97-98)
• Pages: 151-155
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.97-98.151
• Online since: September 2011
• Authors: Xi Long Kuang
• Keywords: Dynamic Compaction, Effective Reinforcement, Numerical Analysis, On-Site Testing, Red Sandstone Rubble Soil

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