The Analysis of Stress Distribution of Hammer Bottom during Dynamic Compaction on Sandy Soil Foundation

Article Preview

Abstract:

Obtained stress distribution of hammer bottom according to the analysis of horizontal and vertical red sandstone fill dry density of the hammer bottom after dynamic compaction; affirmed the stress distribution situation of the hammer bottom through comparative analysis of the test results by laboratory and field monitoring.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

1460-1463

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Jiahuan Qian, Fangsheng Shuai, Scientia Sinica, Vol. 29(3),pp.329-336,1987(In Chinese).

Google Scholar

[2] Kong Lingwei,Yuan Jianxin, Chinese Journal of Geotechnical Engineering, Vol. 31(2), pp.250-256,1999(In Chinese).

Google Scholar

[3] Peng Jiang, Rong-qiang Li, Chinese Journal of Geotechnical Engineering,Vol. 22(2),pp.222-226, Feb 2000(In Chinese).

Google Scholar

[4] Xiao-dong Tong, Yong-sheng Jiang, Wei-ming Gong, EngineeringMechanics. Vol. 17(6) ,pp.82-86, June 2000(In Chinese).

Google Scholar