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Jet Grouting

Ottawa Combined Sewage Storage Tunnel (CSST)

Service Performed
TBM segmental lining design, rock mass grouting design and engineering support services during construction. Value engineering efforts helped increase TBM tunnelling performance by reducing probing ahead.
Commencement - Services
February 01, 2016
Completion - Services
February 01, 2020
Location
110 Laurier Avenue West
Ottawa, ON K1P 1J1
Canada
Geology description

The alignment of the tunnels mainly crosses limestone formations with laminated black shales of varying thickness. The rock is overlain by glacial till, glaciofluvial deposits and fill.

Geology types
Description

The CSST project is part of the Ottawa River Action Plan to greatly reduce the frequency of sewage overflows during storms entering the Ottawa River. The tunnels will hold up to 43,000 m3 of sewage overflow which will be treated and returned to the river gradually. The project comprises design and construction of two TBM tunnels running east-west and north-south along 6.2 km in total, and multiple shafts and support buildings such as odour control facilities. Dr. G. Sauer & Partners supported the contractor with the feasibility study on TBM utilisation. Reduction of probe drilling requirements increased TBM excavation rates, by developing criteria for pre-excavation grouting.

Activity
Categories
Final cost
$232,000,000
Construction methods
Special Construction techniques
Jet Grouting
Tunneling under
Overview plan of the CSST   (http://ottawa.ca)
East West Tunnel under construction (3m tunnel ID)
Excess wet weather flow is sent to the CSST (http://ottawa.ca)
Project number
481C
Final cost
$232 million CAD
Completion date
Ongoing

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.

Special Construction techniques
Jet Grouting
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

WMATA Section F6b, Branch Route

Service Performed
NATM Design
Commencement - Services
January 10, 1996
Completion - Services
December 30, 1997
Location
Washington, DC
United States
Technical data

Subway running tunnels 2 x 1,400 ft (427m) long, 20' wide x 21' high with a section of 342 sqft (32m²). Tunnels included a section with chemical grouted arch pre-support in P2 sands installed using directional drilling methods. "Closed Bag" PVC waterproofing using sectioning system. Unreinforced concrete final lining.

Geology description

Tunneling through compact to very compact fine to medium sand of the P2 stratum (below the ground-water table) and stiff to hard plastic to silty clay of the P1 stratum.

Geology types
Final cost
$21,000,000
Special Construction techniques
Jet Grouting
Shotcrete Application in Top Heading
Portals of the NATM Running Tunnels
Top Heading Excavation
Initial Lining of NATM Type Cross Section
Initial Lining of circular Cross Section
Waterproofing at Cut & Cover Section
Waterproofing at Escalators
Waterproofing Installation at Portals
Installation of Waterproofing Membrane
Welding of PVC Membrane
Finished Waterproofing Membrane
Installation of Reinforcement
Completed Concrete Final Lining
Finished Tunnel
Waterproofing installed
Shotcreting the top heading

Beacon Hill Station

Service Performed
NATM / SEM station design and construction supervision.
Estimated cost
$250,000,000
Commencement - Services
February 26, 2000
Completion - Services
December 28, 2007
Location
401 S. Jackson Street
Seattle, WA 98104
United States
Technical data

NATM Light Rail Station located 150 ft (46 m) beneath surface. Station complex includes central elevator/access shaft, concourse, opposing platform tunnels and cross passages. Platform Tunnel Section: 36 ft w x 31 ft h; Platform Tunnel Area: 925 sqft (86 m²); total Station Excavation Area: 63,000 sqft (5853 m²).

Geology description

Over-consolidated glacial clay and till with fracutured zones. Intermittent sand and silt layers with perched groundwater.

Geology types
Description

The Beacon Hill Tunnels and Station are part of the 22.5km initial segment of the Sound Transit Central Link Light Rail Line that will establish a high capacity commuter connection from downtown Seattle to Tacoma. The 1300m running tunnel under Beacon Hill will be mined by Earth Pressure Balance Machine (EPB), while the deep mined Station will be constructed using slurry walls and the New Austrian Tunneling Method (NATM), referred to as Sequential Excavation Method (SEM) for this project.

Activity
Bid cost
$280,000,000
Final cost
$280,000,000
Construction methods
Special Construction techniques
Tunneling under
Max Overburden
Min:120 Max:140
Beacon Hill Station layout
Tunnel excavation under way
3D rendering of Beacon Hill Station complex
Platform tunnel cross section
Schwind Thomas
Installation of Vacuum Dewatering
Rendering of Beacon Hill Station
Project number
325
Final cost
$280 million USD