Application of the Tamping Method on ImprovingUnsolidated Sand and Gravel Foundation
WU Shu_guang1,HU Dai_wen1,XU Si_nong2
DOI:10.11835/j.issn.1674-4764.1999.03.017
Received ,Revised , Accepted , Available online July 01, 2015
Volume ,1999,Pages 82-
- Abstract
This paper presents a method of tamping for improving unconsolidated sand and gravel foundation backfilled on the flood land,and introduces the principles of soil improvement with some engineering cases. Results from the field tests show that this method is reliable,economical and feasible.It provides reliable basis for applying this method on other similar engineering projects hereafter.