The project is located at the interface point of Fifth Ring Road and Fushi Road in Beijing China. The great depth of filled ground was 32.6m. There are Fushi Road multi-level crossing bridge, circular route bridge, rain water pipeline and main road foundation on the filled ground.According to the geotechnical investigation, filling soil layer includes miscellaneous filling soils, domestic waste filling soils, pebbles filling soils, fine and medium sand filling soils and so on. The characteristics of backfilled soils consist of short consolidation time, the bad constitutive property, low bearing capacity, and high factor of porosity. In the period of site investigation, the ground water had not been met in the 50m depth drill hole.The thick location sector of backfilled soils in the site were chosen to carry on the experiment of heavy tamping (3000 kN.m), ram-compacted piles and the DDC piles composite foundation. And the composite foundation testes were carried out with load test, the compaction effects of ram-compacted piles and the DDC piles were determined with heavy dynamic penetration tests. The heavy tamping (3000kN.m, 4000kN.m and 6000kN.m), ram-compacted piles and the DDC piles composite foundation were carried out in site. After foundation treatment was completed, the load tests and heavy dynamic penetration tests were used to determinate the bearing capacity and compaction effects of foundation.After foundation treatment was completed, it had been arranged 61 subsidence observation points in the ground processing location, According to the settlement observation result, the maximum settlement was 26.97mm, which was less than 200mm of post-construction settlement required by the design, and it proved that the effect of the foundation treatment was very good.
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