Solving constructability issues of 2.2 km-long boardwalk under Hong Kong highway

Hong Kong | Hong Kong
The Island Eastern Corridor Boardwalk (IEC) project in Hong Kong required significant changes due to constructability limitations under the existing viaduct. Engineering consultancy company Tony Gee and Partners resolved geometry, connection, and material efficiency challenges through precise modeling and verification of non-standard steel connections.


Detailed 3D modeling of realistic connection geometry allowed us to simulate exact member arrangements, including offsets, different levels, and angles – something conventional tools could not visualize accurately.
Mohammad Elayyan
General Manager (Associate) –

The project and redesign

A pedestrian boardwalk beneath the Island Eastern Corridor elevated highway is a 2.2 km long landmark improving connectivity and accessibility along Victoria Harbour.

The original design hit a wall due to construction limitations. Two main elements were re-designed to solve construction issues: a part of the boardwalk designated as Span 38, and a fishing platform.

Component-Based Finite Element Method (CBFEM) enabled a deeper understanding of stress flow through each plate and bolt, even in highly eccentric or asymmetrical configurations, eliminating guesswork in complex connections.
Mohammad Elayyan
General Manager (Associate) –

Tony Gee and Partners is engineering consultancy company. They are specialist consultants, mostly working with contractor clients. Their strength is in focus on constructability of their designs: they help the contractors through construction engineering and methods, along with adopting technologies to ensure sustainability and efficiency in costs and time.

Redesign of Span 38

The original design included four pre-bored socketed H-piles beneath IEC bridge deck, which were replaced by RC monopiles. But it faced installation challenges due to limited clearance under the road bridge – the pile rigging machine could not be operated safely and efficiently.

That’s why Tony Gee and Partners replaced socketed H-piles with RC monopiles, and redesigned spans for constructability. They introduced new steel framing system to transfer boardwalk load to existing IEC pile caps.

Precise boundary condition assignment flexibly modeled moment-resisting, pinned, and partially restrained connections. It accurately reflected real support conditions, improving reliability of results.
Mohammad Elayyan
General Manager (Associate) –

Redesign of the fishing platform

Originally, new piles in Span P59–P60 supported the RC superstructure. The design included 10 additional piles under fishing platform areas.

To create a lighter superstructure, the redesign introduced steel superstructure with RC slabs, and replacement of steel-concrete I-beams by full RC frame. This created a Span P59–P60, with approximately 25.4 meters between column stubs, and 11-meter overhang from P60 forming the fishing platform. In the new design, steel I-beams are supported by short steel column stubs, which are supported by IEC bridge pilecaps.

With accurate force distribution and utilization checks, we avoided over-conservative designs. This led to lighter connections, reduced steel usage, and faster fabrication.
Mohammad Elayyan
General Manager (Associate) –