A secant piled wall is an embedded pile earth retaining system, consisting of a series of vertical reinforced structural piles designed to resist earth pressures and applied loads.
The reinforced piles are formed to interlock with a series of vertical unreinforced non-structural piles, creating a seal.
Much like contiguous piled walls, secant walls are used on sites with shallow groundwater, or where very soft soils are present within the proposed depth of dig, to minimise the ingress of water, and prevent soil loss into the excavation during the construction process.
Pile diameter, required interlock and reinforcement content are determined by design, relative to the height of soil to be retained, the ground water levels, and any applied forces to be resisted.
Secant piled walls can be designed as embedded cantilevers, or as propped cantilevers with single or multiple layers of props or anchors.
We at GeMech have experience of designing and installing secant piled walls for deep basement construction, highway support, and in slope stability applications.
A number of our rigs are capable of installing piles within 0.5m of neighbouring buildings, maximising internal space in congested urban sites.
In addition to lateral earth support, secant piled walls can be designed to carry vertical loads from the structure. This gives them a dual purpose, with loads applied to the wall reducing the number of piles required to support the primary structure.
The Secant Piled Wall Process
GeMech typically uses continuous flight augered (CFA) methods to form secant piled walls, although on occasion we may revert to rotary bored piling, or percussive drilling.
The process of forming a CFA pile is completed in one continuous operation, using instrumented piling rigs to monitor the pile construction process in real time as the auger is progressed to depth, and whilst concrete is being placed.
The CFA piling method is fast and efficient, generating low levels of noise, and is virtually vibration free.
From start to finish, what is the process of CFA piling?
Step 1 – Prior to the rig arriving to site the client surveys the area for services, prepares a suitable working platform at top of foundation level, and constructs a lightly reinforced sacrificial guide wall at capping beam level. The guide wall is essential in ensuring the desired installation tolerances and pile interlock are achieved.
Step 2 – A health and safety briefing will take place, the rig will be prepared to work, and moved to the first pile position.
Step 3 – The auger is positioned over the setting out point and zeroed at working platform level. The auger is then progressed to a predetermined designed depth, pausing occasionally to bring spoil to the surface.
Step 4 – Ready mix concrete will be delivered to site and pumped to the rig using a system of hoses connected to the top of the auger. The rig operator begins extracting the auger string, ensuring a constant head of concrete is maintained within the auger to avoid the risk of borehole collapse during construction.
This process is fully computerised in CFA rigs, providing the rig operator a continuous profile of pile diameter during auger extraction.
Step 5 – The attendant excavator clears spoil from piling mat level, exposing the fresh concrete at the head of the pile.
Step 6 – When forming structural reinforced piles, a reinforcement cage meeting the design requirements is plunged into the fresh concrete, to provide structural capacity, and fixity between the piles and reinforced concrete capping beam.
Construction Note – When forming a secant piled wall we will commence with unreinforced piles, and operate on a ‘hit one, miss one’ sequence, alternating daily between the construction of unreinforced and reinforced piles.
After completion of the pile installation work, the piles will be cropped by the groundwork contractor, and a reinforced concrete capping beam formed at the head of the piled wall to ensure piles act uniformly.
How we can help you
GeMech offers a variety of embedded piled retaining wall systems through contiguous, secant and king post piled walls. Our geotechnical expertise enables us to provide in-house design and advise on the most suitable and cost-efficient solution.
Our Fleet
Secant retaining wall piles are commonly installed using our fleet of CFA rigs, allowing for fast, quiet and virtually vibration free installation.
We have a number of driven piling, CFA piling and ODEX piling machines in our fleet suitable for tackling secant pile walls such as our Comacchio CH 450 for larger open sites, and out Hutte HBR204MP for more restricted applications.
Contact our expert team/engineers for advice on your project and get a no obligation quote
What We Offer
- Free site visits
- Free no obligation quotes
- 12 Year warranty of all work
- Estimates based on detailed tender stage designs
FAQs
Q – How deep should a secant pile wall be to prevent water ingress?
A – A secant pile wall cut-off wall should extend below the groundwater level to a low-permeability layer or to a depth sufficient to create an effective barrier against water ingress, typically 1 to 3 meters into the impermeable layer. Where an impermeable layer does not exist at depth, calculations will be carried out to confirm that the stability of the base of excavation is not compromised by upward ground water flow.
Q – Is guide wall needed for secant piling?
A – Yes, a guide wall is typically needed for secant piles to ensure proper alignment and position during the drilling process.
Q – What are secant piles made of?
A – Secant piles are made from concrete, with some of the piles (the “hard” piles) reinforced with steel cages or steel beams. The unreinforced “soft” piles are cast using lower-strength concrete, while the reinforced “hard” piles provide the wall’s structural integrity.
Our Testimonials:
We have always found GeMech to be professional, straight talking and a pleasure to work with.
Simon Blackledge, Commercial Director, Gr8Space Group
GeMech handle all aspects of our ground improvement projects together with transparency and professionalism.
Darren Faircloth, Faircloth Construction Ltd
GeMech have always been courteous, knowledgeable and honest throughout our dealings with them.
Charlie Barker, Deep Living London Ltd
I have always found all members of the GeMech team to be extremely customer focused, technically proficient and totally driven to provide the best possible service and quality on site.
James Sinclair, Blue Dot Construction
In a competitive market GeMech has always stood above the competition as an exceptional ground improvement solution provider.
Daniel Calnan, Kent Structures
We have worked with GeMech on a number of projects, both complex with restricted access and large housing schemes. They have always been pro active providing solutions and costings. They have delivered all of our schemes to programme.
John Reed, Capstan
Clear, professional & practical communication during the pre-construction phase allowed for a smooth operation on site. Correct methods of piling for the presenting ground conditions were discussed and employed, resulting on hitting programme targets aswell as budget constraints.
James Scott, Willmott Dixon
Talus Solutions Ltd enjoys a harmonious relationship with the team at Ge-Mech Ltd, working together on various industrial, commercial and private sector housing projects. We have found Ge-Mech to be dependable and competitively priced in what they do and always ready to assist.
Philip Halford, Talus Solutions Ltd
Having worked with Gemech for over 20 years, they have always provided a first class engineered solution for our schemes.
Julian Mitchell, Mitchell Design & Construction
From start to finish the GeMech team take care of everything from the initial design to bringing each project to a successful conclusion on site.
Mark Blackhurst, Barnack Estates UK Ltd
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