Paper Title:
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.

  Info
Periodical
Chapter
Chapter 1: Road and Railway Engineering
Edited by
Shucai Li
Pages
151-155
DOI
10.4028/www.scientific.net/AMM.97-98.151
Citation
X. L. Kuang, "Testing Study and Numerical Analysis of Dynamic Compaction on the Red Sandstone Rubble Soil", Applied Mechanics and Materials, Vols. 97-98, pp. 151-155, 2011
Online since
September 2011
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Price
$32.00
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