The Sail Marina Bay
An innovative retaining wall and barrette pile foundations for a high rise condominium.
The New Downtown of Singapore is being built on reclaimed land in front of the existing Central Business District and poses several challenges in the design and construction of the basement and foundation systems.
With a complex geology and a thick layer of very soft marine clays, the choice of foundation system becomes very important. Additionally old quay walls and various abandoned marine structures from Singapore’s rich maritime history complicate the construction of the underground works.
Furthermore, a mass transit rail tunnel ran through the site just 20m from the basement excavation which imposed strict movement criteria and meant that a stiff retaining structure was required.
With a tight construction programme the Main Contractor was interested in a robust retaining wall and foundation solution which could be built quickly and would allow the subsequent works to proceed smoothly. Bachy Soletanche developed an innovative solution using a multi-cell diaphragm wall with cross walls strutting below formation level and a single “flying” strut to support the excavated portion.
This system gave a geometry of the multi-cell wall which did not require any additional lateral support so no jet grouted slab was required saving cost and more importantly saving significant time for the overall programme.
The foundation system chosen was barrette piles which are constructed using the same equipment as the diaphragm wall thus avoiding further encumbering the site.
Bachy Soletanche’s solution was adopted by the Main Contractor and re-baptised the “peanut”. The diaphragm wall and barrette piles were constructed concurrently and after completion of the wall and foundations, two load tests were required. The capping beam and the two “flying” struts cast in-situ.
Working 24 hours a day and with 6 rigs at one stage the wall and foundations were completed on time allowing the contractor to forge ahead with the bulk excavation.
The geology of the site meant that underlying the 35m thick layer of very soft marine clay the barrette foundations had to be founded in either the notorious Fort Canning Boulder Bed which is a very hard clay matrix with very strong boulders with strengths of up to 200MPa or into a dense Old Alluvium material. Approximately a third of the foundations were founded in the boulder bed.
All the barrette piles were injection grouted at the toe to ensure a good end bearing and on completion of the works, two working load tests were successfully carried out.
The innovative retaining system proposed by Bachy Soletanche linked to the high capacity barrette piles allowed an economic solution for the basement and foundations of the prestigious condominium development, also ensuring that the project got off to the best possible start.
A diaphragm wall is a reinforced concrete wall that is made in situ. The trench is prevented from collapsing during excavation, reinforcing and casting by the use of supporting bentonite slurry. The slurry forms a thick deposit (the cake) on the walls of the trench which balances the inward hydraulic forces and prevents water flow into the trench. A slurry made of polymers can also be used.
Suitable foundations are required for all building and civil engineering structures to ensure that they perform within the settlement criteria established in the design of the structure. Special foundations are used where shallow footings do not provide adequate support for a structure.
Major urban excavations are one of the specialist activities of Soletanche Bachy. Such excavations are required for basements to buildings that are usually part of the foundations of the structure and also used for under-street car parks, cut and cover tunnels for roads, rail, metro and storm water tank...
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