Application of Dynamic Compacted Stone Piers in Soft Foundation Road

Article Preview

Abstract:

The dynamic compacted stone piers in reinforcement of soft foundation road are introduced in this paper. The design proposal of dynamic compaction on stone piers, and the construction quality test method are proposed. The settlement detection curve is obtained, finally some suggestions are given. The monitoring results indicate that: the sedimentation velocity is from big to small, and then tends to stop gradually, which is in line with the general rules. It is found that the work of monitoring and tracking detection of road soft foundation after construction until the settlement tends to stop is rare to be seen in domestic. Therefore, the results can give meaningful guidance for the real practice.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1817-1820

Citation:

Online since:

December 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] E.C. Lawton, N.S. Fox, R.L. Handy. Control of settlement and uplift of structures using short aggregate piers. In: Proceedings of the in-situ deep soil improvement, geotechnical special publication no. 45, ASCE, Atlanta, (1994) 121-132.

Google Scholar

[2] E.C. Lawton EC, B.J. Warner. Performance of a group of Geopier elements loaded in compression compared to single Geopier elements and unreinforced soil. Final Rep., Rep. No. UUCVEEN 04-12, Univ. of Utah, Salt Lake City, 2004.

Google Scholar

[3] K.J. Wissmann, D.J. White, E. Lawton. Load test comparisons for rammed aggregate piers and pier groups. In: Proceedings of the GeoDenver 2007 congress, geotechnical special publication no. 172, ASCE, Denver; (2007) 1-11.

DOI: 10.1061/40916(235)19

Google Scholar

[4] J.S. Lee, G.N. Pande. Analysis of stone-column reinforced foundations. Int J Num Anal Method Geomech, 22(1998) 1001-1020.

DOI: 10.1002/(sici)1096-9853(199812)22:12<1001::aid-nag955>3.0.co;2-i

Google Scholar