Monday, 23 March 2015 11:55

Load Bearing Retaining Walls

Load Bearing Retaining Walls Load Bearing Retaining Walls

a3-03

 

 

 

 a3-02

 

 

Beams up to 3m deep were cast to span between columns and across the future tracks.

Lines of contiguous augered piles were connected at the top with deep concrete beams. These formed the load bearing retaining walls of the metro station and track. The roof slab was cast across the top between the two lines of piles.