Project information

Phase 1 was completed by BSV in 1996. Phase 2 & 3 were awarded in 2012 and completed in 2014, 18 years after the construction of Phase 1 for the same client.

This was the first project for which BSV successfully applied polymer slurry for the deepest foundations of a building ever built in Vietnam.

Test pile package: 

1 no. plain barrette 0,8×2,8m dimension, 61m deep, loading test 3 000 tons

1 no. shaft grouted barrette 0,8×2,8m dimension, 69,5m deep, loading test 4 235 tons

1 no. shaft grouted bored pile 1,5m diameter, 71,5m deep, loading test 3 935 tons

Diaphragm Wall: 17 842,2m2 diaphragm wall 1,0m thick, 45 – 67m  deep

Test barrette package: 

1 no. shaft grouted barrette 1,0×2,8m dimension, 68,525m deep, loading test 3 990 tons

Mass piles & plunge column:

88 nos. shaft grouted barrette 1,0 – 1,5 x 2,8m dimension, 64-81m deep

10 nos. shaft grouted barrette 1,0 – 1,5 x 4,0m dimension, 67-85m deep

18 nos. shaft grouted barrette 1,0 – 1,5 x 6,0m dimension, 71-75m deep

22 nos. shaft grouted bored pile 1,0 – 1,5 diameter, 55-64m deep

Plunge column:

105 plunge column up to 34m length

Project description

Project size: Building 48 storey + 5 level basement

Project location: 65 Le Loi, District 1, Ho Chi Minh City, Vietnam

 

 

Owner:
Keppel Land

– Resco & Sowatco

Engineer:
Aecom Singapore

Year:
2012-2014

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