Effect of Dynamic Compaction on Red Sand Soil Filling Embankment

Chong Chen

doi:10.4028/www.scientific.net/AMM.268-270.788

Paper Titles

The Interaction of Holes on Stress and Strain Concentrations in Uniaxially Loaded Tensile Plates
p.767

Fractured Reservoir Blocking Dosage Calculation Method
p.772

Experimental Study on Capability of EPS Beads-Mixed Lightweight Soil
p.776

Hybrid Effects on Strength of Steel-Polypropylene Hybrid Fiber Reinforced Concrete under Uniaxial and Triaxial Compression
p.782

Effect of Dynamic Compaction on Red Sand Soil Filling Embankment
p.788

The Influence Factors of the Workability of Roller Compacted Concrete
p.792

Study on Cumulative Damage of Tunnel Shotcrete under Blasting
p.796

Study the Axial Force-Time History of Reinforced Retaining Wall under Earthquake Loading
p.802

Effect of Admixtures Rich in Aluminium on Expansion due to Alkali-Silica Reaction
p.806

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 268-270Effect of Dynamic Compaction on Red Sand Soil...

Effect of Dynamic Compaction on Red Sand Soil Filling Embankment

Abstract:

Abstract: The scheme and implement of dynamic compaction on red sand soil embankment, Ying(tan)-Rui(jin) expressway, is introduced in this study. The settlement of the subgrade in the field was observed. The density and the water content of it were tested. Then bearing capacity of the subgrade was detected by PFWD. All the work done is to analyze the effect of dynamic compaction on the red sand soil roadbed. It shows that the water content decreases while the strength increases with compaction. That is, the embankment is compacted effectively by dynamic compaction.

You might also be interested in these eBooks

Materials, Mechanical Engineering and Manufacture

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 268-270)

Pages:

788-791

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.268-270.788

Citation:

Cite this paper

Online since:

December 2012

Authors:

Chong Chen

Keywords:

Bearing Capacity, Dynamic Compaction Method, Filling Embankment, PFWD, Red Sand Soil

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Zhijun Xu. Dynamic Compaction and Dynamic Replacement to Reinforce Foundation [M].Hangzhou: China Railway Press.(1990)(In Chinese)

Google Scholar

[2] Mingli Yan. Foundation Treatment[M]. Beijing: China Environmental Science Press,(1996) (In Chinese)

Google Scholar

[3] Jianjin Qiu, Mingwei Liu, Guo Yingtong etc. Application of Tamping Energy on High filling foundation[J]. Rocks and soil Mechanics, (1995) (In Chinese)

Google Scholar

[4] Naizheng Guo, Jinfeng Zou, Liang Li etc. Consolidation Theoretical and Experiment Research of Large-Particle Rd Sandstone of High Filling Embankment [J]. Journal of Central South University,(2008) (In Chinese)

Google Scholar

[5] Dan Zhu. Comparison and Analysis of Several Detection Methods of Dynamic Compaction Ground Treatment [J]. Guangzhou Building, (6): 32-38. (2003)

Google Scholar

[6] Jin Zhu. Rayleigh Wave Method in the Application of Quality Inspection for Dynamic Compaction [J].Geophysical and Geochemical Exploration (6):15-18. (2005)

Google Scholar