Golder Associates Innovative Applications (GAIA) Inc. - · PDF fileEnvironmental and...
Transcript of Golder Associates Innovative Applications (GAIA) Inc. - · PDF fileEnvironmental and...
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Environmental and Geotechnical Applications of Cutter Soil Mixing
RemTech October, 2007
Presented by: Brian Wilson
Golder Associates Innovative Golder Associates Innovative Applications (GAIA) Inc.Applications (GAIA) Inc.
www.gaiacontractors.com
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What is Cutter Soil Mixing (CSM)?
MIXING PLATES
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Traditional Deep Soil Mixing MethodsUtilizes a variety of cutting tools and mixing devices rotating about vertical axes
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Traditional Methods often utilize Multiple Vertical Shafts
Five-shaft Mixing Paddles Three-shaft CFA Three-shaft Mixing
Paddles
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Triple Shaft with Cutting Shoes
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Development of the CSM method
The CSM method, developed from cutter technology, differs from traditional Deep Soil Mixing methods in so far as it makes use of two sets of cutting wheels that rotate about a horizontal axis to produce rectangular panels of treated soil rather than one or more vertical rotating shafts that produce circular columns of treated soil. Key attributes include its ability to penetrate dense strata, and the ability to “steer” the cutting tool at depth to maintain the designed position.
Traditional method
CSM method
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CSM Kelly Mounted System (up to 30m depth)
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CSM Cable Mounted System 20m+
Quattro Cutter
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Typical Construction Sequence
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Comparison between CSM & traditional DSM methods
Waste
Effective section
SECANT COLUMN WALL
Many joints
One joint
Waste
CSM WALL
Waste
Waste
CSM Wall TraditionalDSM Wall
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CSM – Cutter Head
o The slurry is added through nozzlesbetween the wheels
o About ½ to 3/4 of the necessaryquantity on the way down
o Balance on the way back to thesurface
o Preferred rotary direction for cutting as shown
compulsorymixer shear
plates
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Automated batch plant and radio controlled slurry delivery system is used to create and deliver a consistent mix at specified water cement ratios and cement concentrations
Materials Handling
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Cutting & mixing on downward stroke with the injection of a binder or fluidifier that can be:
• Water.• Bentonite.• Polymers• Cement • Other
CSM Procedure
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CSM Procedure
Thorough mixing takes place on upward stroke with the ongoing injection of binder
Moving the cutter up and down will mix layered soils and achieve greater uniformity
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Cutting and Mixing
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External pressure sensor
Instruments that read:
• Verticality on “X” and “Y” axes
• Torque on cutting wheels
• Wheel speeds
The CSM machine is fitted with a complete set of instruments that convey to the operator, in real time, all the information that is needed to monitor and control the quality of the work.
CSM Instrumentation
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CSM - Operator Instrumentation
B-TRONIC touch screen in operators cabin
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DOCUMENTATION
Printed reports for analysis
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Why Do It? Poor Ground Conditions
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Why Do It? Environmental Clean-up
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So far we have used it in:
Organic SoilsClaysSiltsSandsGravelsCobbles
Does it work in all types of soil?
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How do you design DSM?How much cement do you need? What is the long term performance?
Strength and permeability are generally the main focus of design. The final composition and characteristics of the wall depend on:
•Cement content
•Bentonite content
•Water/Cement ratio
•Silt and clay fraction of soil
•Homogeneity of the soil
•Original Moisture content of the soil
•Depth of water table
•Degree of mixing
•Uniformity of the slurry
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Quality Assurance/ Quality Control
Is preliminary mix design reliable?What should you test?What should you specify?What factor of safety should be used?How do you get representative samples?
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Laboratory Test Data - Strength
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CSM – Permeability
Test results: Permeability
Age
28 Day Target
(5,00E-10 m/s)
Perm
eabi
lity
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Applications
Geotechnical•Seismic Site Stabilization•Foundation Support•Shoring•Cut-off Walls•Slope Stabilization•Underpinning•Scour Protection•Dyke Upgrading•Anchoring (up-lift)•Other ?
Environmental•Containment•In-situ stabilization•Funnel and Gate•Hydraulic Cut-off •In-situ treatment•Leachate control•Other ?
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Excavation Support
BEFORE (during mobilization) AFTER (excavation completed)
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Cut-off Walls & Shoring
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Soldier/King/Berlin pile walls
Sheet pile walls
Secant/Contiguous pile walls
Diaphragm walls
As a Substitution for Conventional Methodsto create retaining walls
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Other Applications
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Other Applications
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Other Applications
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Other Applications
Support of embankments on soft soils
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North America’s First CSM Project
Vancouver Island Conference Centre
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Location:
Commercial Inlet historically extended into Nanaimo City Centre,with Commercial Creek flowing into the harbour
Snuneymuxw First Nationwinter settlement waslocated on CommercialInlet, and their main settlement area was located south of the proposed VICC site
Nanaimo Harbour 1862
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Original Site Condition (1858)
Nanaimo Harbour (Nanaimo City Archives)
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Site History
In 1862 Vancouver Coal Milling and Land Company built a tramway and wharf into the present site, progressively backfilling the inlet with coal waste.
From 1882 onwards, land use was primarily commercial with some light industrial.
In the late 1950s/early 1960s the remaining portion of Commercial Inlet was landfilled with highly variable fill.
The VICC project spans the original shoreline lands and the reclaimed lands and hence has variable support conditions.
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Site Partially Filled
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Geotechnical Challenges
Large building loads
Weak Soils
Deep excavations in relatively poor soils adjacent to the roadways (Highway located south of site)
High groundwater table
Potentially liquefiable materials in the eastern portion of the site
Potential for large lateral displacements of untreated ground during a 1 in 475 year return seismic event
Impacts on adjacent buildings and services
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Preliminary Environmental Options
Soil Excavation $5M+ for excavation and disposalNot including:
Dewatering $$$$Shoring $$$$Place and compact imported fill $$$$ Liability $$$....$$$....
Risk AssessmentRequires more detailed investigation and delineation of contaminated soilsSome soil removal, but most soils remain in-situCut-off walls required to prevent, or mitigate offsite migration of
contaminated groundwater
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Preliminary Geotechnical Options
Piled Foundations (~ $7.2 M)
Stone Columns (used on the Library Building) (~ $4 M + disposal costs for water and spoil))
Bulk Excavation and Replacement with Structural Fill(+ $10 M estimated)
Soil stabilization using a combination of deep and shallow mixing processes and shallow compaction methods (~ $3 M)
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CSM Solution for both Environmental and Geotechnical Issues
Uses proven and established technology
Provides axial support for the structural loads within the existing poor fill areas
Provides lateral stability of the fills during design seismic shaking
Provides containment of the contaminated groundwater and soil, thereby reducing offsite disposal requirements (estimated 85% reduction in off-site disposal)
Relatively fast
Generates low vibrations, in consideration of adjacent sensitive facilities
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North America’s First CSM Project
Vancouver Island Conference Centre
A complete ground engineering solution using Deep Soil Mixing, Rapid Impact Compaction (RIC) and ALLU shallow soil mixing
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North America’s First CSM Project
Vancouver Island Conference Centre
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North America’s First CSM Project
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North America’s First CSM Project
Vancouver Island Conference Centre
Acurate placement of CSM panels allows for optimized design layouts or the ability to work around obstructions (utilities, piles, or other structures)
Complete mixing of the in-situ soil with a cement slurry results in an intact soil cement column
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North America’s First CSM Project
Vancouver Island Conference Centre
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North America’s First CSM Project
Vancouver Island Conference Centre
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