Cut and cover is the oldest method of tunnelling: the basic concept involves the digging of a trench, the construction of a tunnel, and then returning the surface to its original state. 


As such, it is a disruptive technique, but it is also usually the most economical construction method. Where the tunnel alignment is beneath a city street, the construction may cause interference with traffic, utilities, businesses and other urban activities. The disruption, however, can be lessened through the use of proper staging, decking over the excavation to restore traffic, or by implementing a top- down-construction technique. While cut and cover is a technique usually reserved for relatively shallow tunnels, it is not uncommon to see it used at depths of around 20m (60 feet), but rarely does it exceed 30m (100 feet).

WSP has designed and supervised construction on numerous cut and cover tunnel structures including tunnels for transport facilities, transit stations, underground structures, deep excavation for buildings, and water conveyance facilities.

Urban Tunnels

WSP is a specialist in urban cut and cover construction. Tunnels beneath cities presents several challenges unique to their environment, such as:

  • Congested sites
  • Historic areas
  • Crisscrossing utility and transit lines
  • Special underpinning, structural support, and building protection
  • High groundwater levels
  • Groundwater contamination
    Maintenance of traffic during construction

Our teams have designed and supervised the construction of various types of excavation support systems including soldier piles & lagging, temporary slurry walls, soldier piles in tremie concrete (SPTC) systems, jet grout walls, temporary secant pile walls, soil mix walls, and element walls. Protection schemes for adjacent buildings, tunnels, and utilities designed by our engineers have ranged from conventional underpinning to innovative solutions like micro piles, chemical grouting, jet grouting, compaction grouting, compensation grouting, and ground freezing.

In New York City, WSP performed the construction management services for the Second Avenue Subway to construct a new transit line in a highly congested area of Manhattan, navigating numerous high rise buildings, extensive utilities, historic and fragile buildings, and heavy traffic including several bus lines. The work was accomplished using various support of excavation systems including diaphragm (slurry) walls, secant piles, tangent piles, and soldier piles and lagging.

We also have experience designing underground structures using the top-down method of construction. This technique is an effective means of reducing the impact of construction in urban areas, and can expedite the construction schedule so that surface facilities and traffic can be returned to service sooner.


Ground Water Control

Controlling ground water is also a significant consideration during the construction of cut and cover tunnels. The implementation of proper techniques can minimise the impact of potential settlement and the effect of ground water draw-down on the adjoining structures and facilities.

These measures are assessed during the design phase and are implemented during construction. Popular options include dewatering, watertight support of excavation system, permeation, jet grouting, and ground freezing.

For the East Side Access Tunnel in Queens, New York, the presence of contaminated ground water necessitated the use of rigid support of excavation using combination of diaphragm (slurry) walls and jet grouting to limit the groundwater drawdown to less than 600mm (2ft).