Main Menu

You are here

Tunnel Design & Specialities

DART Segment NC-1B City Place Station

Service Performed
Preliminary design of station including mezzanines, cross adits, ventilation structure; final design with FEM structural computations
Commencement - Services
December 27, 1992
Completion - Services
December 27, 1996
Location
Dallas, TX
United States
Technical data

2 single track tunnels, 17.000 ft each, 21 ft Diameter, 2 mined station tubes with multiple passenger and utility cross adits, 3 escalator tunnels, mezzanine, 2 emergency access shafts and connecting tunnels, 4 ventilation structures (tunnels, shafts, chambers).

Geology description

Austin Chalk Formation,Terrace Sands, weathered and unweathered Limestone (Austin Chalk).

Description

The Dr. G. Sauer Corporation was responsible for the NATM design of the lower escalator, station tunnels, cross adits and emergency access shafts at City Place Station, the only underground station in the Dallas' Light Rail System. Excavation of the station chambers took place 85 ft (26 m) below the road deck of the new North Central Expressway cutting and within 115 ft (35 m) of the adjacent foundations of the multistory City Place tower block. The large 59 ft x 59 ft x 23 ft (18 m x 18 m x 7 m) domed mezzanine level chamber is one of the largest free span caverns constructed in medium soft rock in the US to date. The two station platform tunnels are 79 ft (24 m) apart (centerline to centerline) and involve several cross adits of various sizes with relatively narrow pillars of chalk between. Through a series of comprehensive calculations, the size of openings, excavation sequences, size and advance of headings, the shotcrete and cast-in-place concrete lining requirements were specified.

Final cost
$125,000,000
Service areas
Tunnel Design & Specialities
3D View of CityPlace Station
Cross Section through Station Tunnels, Cross Adit and Escalator Shaft
Cross Adit and Escalator Shaft
Station Enlargement
Shotcrete Robot
Waterproofing of Running Tunnel
Reinforcement and Formwork for Final Lining of Cross Adit
Steel Shutter for Running Tunnel
Final Lining Pour
Finished Running Tunnel
Finished Escalator
Main Drainage
Final Excavation
Initial Lining at the Junction
Raw Tunnel at the Junction
Waterproofing Installation
Final Lining at the Junction
Application of Trowel-Smooth Shotcrete Final Lining
Robotic Application of Fiber Reinforced Shotcrete
Head Wall Final Lining
Junction Final Lining
Cross Adit Final Lining
Junction Final Lining
 Mined portion of southeast entrance and chamber at mezzanine level
Final liner after removal of formwork
Waterproofing in the shaft
Set up of form
Main tunnel drain at cross passage
SW entrance after correction of width and excavation of escalator pit
Inclination of SW entrance prepared for mud slab pour
Cross adit and station tunnel after top heading excavation
Left rib in SE entrance with partial formwork for split pour of arch
Detail of drain pipe penetrating membrane
Clean out detail for drainage system
Formwork for main emergency exit cross adit at intersection with shaft wall
Waterproofing application and rebar installation
Formwork for first pur of walls in main emergency exit shaft chamber
Ventilation tunnel intersection with conduits in invert slab
Wooden forms for trumpet shaped cross adit

DART Segment NC1 - A1/A2

Service Performed
NATM alternative design, FEM design computations for NATM and TBM driven tunnels, ground classification and ground stabilization measures
Commencement - Services
December 28, 1989
Completion - Services
December 28, 1994
Location
Dallas, TX
United States
Technical data

4 single-track light rail tunnels, total length 11,500 ft (3505 m).

Geology description

Shale, clay, terrace sands and gravels (below groundwater level). Weathered and unweathered Limestone (Austin Chalk).

Geology types
Final cost
$50,000,000
Service areas
Tunnel Design & Specialities
Escalator Shaft
Twin Portal
Assembly of Robbins TBM
TBM before Start of Excavation
TBM Breakthrough
Shotcrete Application
Finished Tunnel
Shotcreting robot
TBM assembled
Road Header

Dublin Port Tunnel

Service Performed
NATM support works
Commencement - Services
December 30, 2001
Completion - Services
December 29, 2005
Location
Dublin
Dublin
Ireland
Technical data

Bi-directional two lane road tunnels encompassing 5.6 km area. Total tunnel lenght: 4.5 km, TBM bored lenght: 2.4 km, each tube at 11.7 m diameter, Cut & Cover: 1.5 + 0.6 km.

Geology description

Dublin Boulder Clay (lodgement till), carboniferous argillaceous, limestone bedrock.

Geology types
Description

The Dublin Port Tunnel is an approximately 3.5 mile long twin, two-lane tunnel which connects the M50 motorway and Dublin Airport with Dublin Harbour. The underground connection will help to manage the rising traffic demands and will carry up to 20,000 vehicles per day upon opening. The overall scheme consists of 2.8 miles of tunnels, where 1.3 miles are Cut-and-Cover and the remaining 1.5 miles are TBM bored 35ft.

Final cost
$5,000,000
Service areas
Tunnel Design & Specialities
Construction methods
Tunneling under
Cut & Cover at Alfie Byrne Road
TBM Launch Pit
Formworks for Cut & Cover Section
Construction of Reception Shaft
Open Face TBM
Single Pass Lining Installation
Project number
214E
Final cost
£385 million GBP

Keller Springs Underpass Addison Airport Tunnel

Client
Service Performed
Preliminary design using NATM
Location
Dallas, TX
United States
Technical data

Two lane road tunnel, 1650 ft total length, NATM construction under existing runways in mixed face conditions.

Geology description

Soil, weathered and unweathered Limestone (Austin Chalk).

Geology types
Service areas
Tunnel Design & Specialities
Tunnel and road in use
 Tunnel Profile and Cross Section
Tunnel Portal during Excavation
Tunnel beneath active Runways

CrossRail

Service Performed
Consultant for the Overall Review and Checking of the NATM Design. Expert Witness for Parliamentary Committee – Queen’s Counsel
Commencement - Services
October 01, 1992
Location
London
United Kingdom
Technical data

L= 2x8 km railway tunnel in Central London; 5 Stations, 4 utilizing NATM design between Bond Street and Liverpool Street Stations.

Geology description

Made Ground, Terrace Gravels/Alluvium, London Clay, Woolwich and Reading Beds, Thanet Sands, Upper Chalk.

Service areas
Tunnel Design & Specialities
Construction methods

Section E4b, Greenbelt Route, New Hampshire Avenue

Service Performed
NATM Consultant
Commencement - Services
December 29, 1994
Completion - Services
December 29, 1996
Location
Washington, DC
United States
Technical data

Two 20 ft diameter, 3.050 ft long with a minimum overburden of 45 ft and one elliptical shaft excavated and supported according to the principles of NATM as part of the Section E4b. Horizontal grout umbrellas up to 400 ft in length were installed as pre-support at the portals.

Geology description

Potomac Group Soils, compact to hard; comprising silty fine to medium sand with some gravel and hard silty clay.

Service areas
Tunnel Design & Specialities
Special Construction techniques
Typical Cross Section
Grouted Pipe Spiling as Pre-Support
Top Heading and Bench with Face Stabilization Wedge
Waterproofing and drainage pipe at invert
Cross section, Top heading and bench
Waterproofing of tunnel wall

Southport Deep Shaft

Service Performed
NATM design and construction supervision
Location
Southport
United Kingdom
Technical data

9 m (29.5 ft) excavated dia. 80 m (262 ft) deep vertical shaft for sewage treatment. Upper 28 m (92 ft) of shaft excavation supported using diaphragm walls with the remaining 52 m (170 ft) excavated using NATM with a reinforced shotcrete primary lining. Permanent lining comprises slipformed reinforced concrete.

Geology description

Beach Sand overlying Mercia Mudstone overlying Halite (rock salt).

Geology types
Categories
Service areas
Site Supervision & CM, QA/QC, Tunnel Design & Specialities
Sahft wall, support elements
Plan View
Cross Section
Overhead View showing Shaft
View from the Shaft Base
Work at Shaft Base
Reinforcement before Shotcrete Lining Installation
Shaft at the Surface
One Round of Shaft Excavation Completed
Crane at Shaft Surface

Ortsumfahrung B311

Service Performed
General Consultant for Design and Construction
Estimated cost
$21,000,000
Commencement - Services
March 22, 1994
Completion - Services
December 01, 1994
Location
Kirchham, Salzburg
Austria
Technical data

New Two Lane Roadway Tunnel constructed using NATM and Doorframe Slab Method, included 300m (900 ft) of approach ramps. Dimensions: Height 10.30m (~34’ ft) x Width 11.50m (~38 ft) Length: 700m (2,229 ft) Section: ~94m2 (1,033 ft2) Roadway Overburden: 5.15m (~17 ft)

Geology description

Sandstone

Service areas
Site Supervision & CM, QA/QC, Tunnel Design & Specialities

Inter-Quarry Tunnel

Service Performed
Design and On-Site inspection services
Commencement - Services
March 29, 1994
Completion - Services
December 29, 1994
Location
Leesburg, VA
United States
Technical data

Haulage tunnel with approx. 80 ft (24 m) of overburden to connect new and old quarries separated by a VA Park Authority trail. Applying NATM principles, the tunnel was mined using drill and blast, lined with steel fiber reinforced shotcrete. Length: 285 ft (87 m), Width/Height: 34 ft (10 m)/27 ft (8 m), Section: 814 sqft (76 m²), Excavation Method: Drill and Blast.

Geology description

Relatively competent rock mass with diorite as the base rock allowing 10 ft ( 3 m) rounds for the top heading and bench excavation. Due to previous blasting the rock at the Portals was severely fractured.

Final cost
$600,000
Service areas
Tunnel Design & Specialities
Portal of completed tunnel
Portal Image from the Luck Stone Project - 90% completion level
View of Tunnel Location
Regular Cross Section
Shotcrete Canopy at the South Portal

Jubilee Line Extension: Contract 101, Green Park

Service Performed
Settlement Monitoring and Documentation
Commencement - Services
January 07, 1995
Completion - Services
December 26, 1997
Location
London
Green Park, London
W1J 9DZ
United Kingdom
Technical data

Settlement and building sensitivity analysis of 13 buildings including listed structures, e.g. The Ritz Hotel, Brooks Club.

Geology description

Made Ground, Terrace Gravels, London Clay

Geology types
Description

London Underground Limited have extended the Jubilee line from Green Park to Stratford in East London. The Jubilee line Extension is 15.4km long and located predominately underground with several new stations along its route. London Bridge Station (Contract 104) is one of the major stations and includes comnnections to, and an up-grade of the existing Northern line Platforms. The main contractor, a Costain-Taylor Woodrow Joint Venture, commissioned Dr. Sauer & Partners to design the NATM works which comprised running tunnels, station tunnels, ventilation tunnels, and concourse tunnels as well as temporary access headings with internal spans of between 4.8m and 11.3m. The tunnels were excvavated predominately in London Clay with NATM works starting in the spring of 1994 and being completed in 1996.

Service areas
Documentation, Tunnel Design & Specialities
The Ritz Hotel
Settlement Analysis
Settlement Contours

Pages