Construction Project
Construction of a bored pile wall with load transfer beam shoring |
Location
|
Client
|
Planning
- ACES-Arab Center for Engineering Studies
|
Investment volume
|
Construction period
|
Contracted services for BMG
- Construction supervision
- Request for proposal, award and invoicing
|
Structures constructed
- Building excavation with a depth of D = 18.00 m
|
Construction method
- Temporary construction pit support system in lower area:
- Deformation-resistant shoring using bored piles with 2 rows of anchors
- Overlapping contiguous bored pile wall (D/L = l.00/22.00 m)
- Temporary construction pit support system in upper area:
- Head beam as support of load transfer beam
- Load transfer beam shoring with HEB 300, using an unsupported length of L = 2.40 m
- Concrete lagging with d = 20 cm
|
Special features
- Using a backhoe and ripper to loosen soil
- Loading with excavator and wheel-type loader
- Trench shoring work
- Excavation area (A= 2,400 m2)
- Excavation dimensions (L/W/D = 60.00/40.00/18.00 m)
- Soil removal for a temporary ramp
|
Utilization
- Construction of a multi-storey building
|