Plasma Arc Waste Disposal

Principle of Operation
Relatively high voltage, high current electricity is passed between two electrodes, spaced apart, creating an electrical arc. Inert gas under pressure is passed through the arc into a sealed container of waste material, reaching temperatures as high as 25,000 F (13,900 C) in the arc column. The temperature a few feet from the torch can be as high as 5,0008,000 F (2,7604,427 C). At these temperatures, most types of waste are broken into basic elemental components in a gaseous form, and complex molecules are separated into individual atoms.

The reactor operates at a slightly negative pressure, meaning that the feed system is complemented by a gaseous removal system, and later a solid removal system. Depending on the input waste (plastics tend to be high in hydrogen and carbon), gas from the plasma containment can be removed as syngas, and may be refined into various fuels at a later stage.
Garbage Gasification  with Plasma
The latest independent review of plasma technology providers was undertaken by Juniper Consulting in 2008, as well as a separate independent review on Alter NRG /Westinghouse technology.

Existing facilities

National Cheng Kung University - Tainan City, Taiwan (PEAT International)

PEAT International constructed a plasma arc waste disposal facility at National Cheng Kung University (NCKU) in Tainan City, Taiwan, which uses its proprietary Plasma Thermal Destruction Recovery method. The facility is able to handle 35 metric tons (3.35.5 short tons) of waste per day from a variety of waste streams, including incinerator fly ash, medical waste, organic industrial process waste and inorganic sludges. It can also process waste consumer batteries and other materials, including heavy metal sludges, and refinery catalysts (waste streams that would generate valuable metal alloys). The facility was constructed as part of a comprehensive resource recovery facility funded by the Taiwanese government, marking the first time the Government of Taiwan committed financial and technical resources to the utilization of plasma technology. It was commissioned in November 2004 and received its operating permit in January, 2005. PEAT has been an active participant in the operations and maintenance of the facility on behalf of NCKU for its research purposes.

Yoshii, Utashinai, and Mihama-Mikata, Japan (Hitachi Metals Ltd.)
Plasma Torches
Three similar small plants are in operation in Japan a 166-short-ton (151,000 kg) per day "pilot" plant in Yoshii, co-developed by Hitachi Metals Ltd. and Westinghouse Plasma, which was certified after a demonstration period in 19992000; a 165-short-ton (150,000 kg) per day plant in Utashinai City, completed in 2002; and a 28-short-ton (25,000 kg) per day plant commissioned by the twin cities of Mihama and Mikata in 2002. Two similar facilities run by different companies in Australia and Germany closed after changes in senior management.
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Ottawa, Ontario, Canada (Plasco Energy Group Inc.)
A new and different type of plasma arc waste conversion that uses plasma to refine gases produced during waste conversion, rather than to destroy waste by brute force as do other plasma systems, has yet to show itself to be successful on a full commercial scale. Plasco Energy Group completed a plasma-arc waste demonstration plant in Ottawa, Canada at the Trail Road Landfill, to process 85 metric tons (94 short tons) per day of municipal solid waste. Unlike other plasma waste processing facilities, Plasco Energy Group's process does not use plasma to destroy waste, but rather to refine gases produced during waste conversion, in order to allow them to be used to run an internal combustion gas engine. On 24 October 2007, the Plasco Trail Road facility began delivering power to the grid.
 Plasco's demonstration facility in Ottawa, Ontario, Canada
The Plasco conversion system, which uses plasma to refine gases rather than expose them to extremely high temperatures, and whose liner is composed of refractory brick rather than metal, is not susceptible to premature attack of vessel liners. Plasco's internal studies claim that its emissions are also much lower than any other thermal waste processing system. By converting waste to CO2 and water, rather than to methane, the greenhouse gas emissions of the process might be much less than competing technologies such as landfills. Plasco Energy is proposing a scaled up residual waste plasma gasification facility for Los Angeles, California.

 In an update to local area residents on 6 December 2008, Plasco president Rod Bryden said delays at its facility were caused by malfunctioning machinery, not problems with the waste-to-energy technology.
Slag generated in the plasma-arc centrifugal treatment process
Slag generated in the plasma-arc centrifugal treatment process meets all applicable Environmental Protection Agency disposal requirements
Faringdon, Oxfordshire, England (Advanced Plasma Power)

Advanced Plasma Power has built a Gasplasma modular test facility in Faringdon, Oxfordshire that uses refuse-derived fuel feedstock to produce hydrogen, syngas, energy and vitrified gravel. APP have also commissioned a commercial test facility in Swindon, Wiltshire and have plans for a larger 100,000-tonnes/yr-sized commercial or municipal gasplasma facility in the UK.

Swindon, Wiltshire APP

The heart of this technology, the Gasplasma process, forms the basis of APP Swindon Plant, the first Gasplasma facility in the world. Gasplasma is the sequential use of gasification, plasma gas treatment, syngas polishing and gas engine power generation.

A full scale plant will treat 100,000 short tons (91,000 t) per annum of municipal waste and produce:

Enough power for 10,000 homes

Enough heat for around 700 homes

over 99% landfill diversion of feedstock with minimal residues and emissions

Increase recycling rates by over 20%

High performance, high-value aggregate glass (trademark Plasmarok)

Novel combination of three existing and proven technologies (termed Gasplasma)

Negative carbon footprint and lowest environmental impact plant and building

A full scale plant will be 150 metres (490 ft) long, 50 metres (160 ft) wide, and along most of its length only 11 metres (36 ft) high. Above the thermal plant, the roof height is about 14 metres (46 ft), and the single exhaust for the engines 10 metres (33 ft) higher, at only 34 metres (110 ft). The building is approximately the size of a supermarket store and operates under a light vacuum, meaning it contains all odors. The entire process occurs within the building.

Planned facilities

St. Lucie County, Florida (GeoPlasma)

The first plasma-based waste disposal system in the USA was announced in 2006 in St. Lucie County, Florida. The county stated that it hopes to not only avoid further landfill, but completely empty its existing landfill 4,300,000 short tons (3,900,000 t) of waste collected since 1978 within 18 years. The plant was scheduled to come into operation in 2009. However, no permits as yet have been submitted for construction. Backers have announced that the facility would produce 600 short tons (540,000 kg) of solid rubble from around 3,000 short tons (2,700,000 kg) of waste per day at 5,500 C (9,900 F). Uncertainties have arisen however regarding the safety of such a facility. The public and environmental threats from incinerators coupled with the uncertainty of the community's ability to produce such large quantities of waste consistently have led GeoPlasma to submit a new proposal for a much smaller facility that would convert 200 short tons (180 t) of waste per day.

Vancouver, British Columbia, Canada (Plasco Energy Group Inc.)

A proposed Plasma arc gasifier has been planned for the Metro Vancouver area. However residents of the area have protested. Metro Vancouver is currently conducting an RFP process to determine a long-term solution for waste management. Plasco is not proposing that Metro Vancouver discontinue the RFP process, but rather to establish an interim solution that can quickly address the shortfall in landfill capacity, while also providing a facility that will allow Metro Vancouver to closely scrutinize and evaluate this new technology as part of its long-term decision making process.

Port Hope, Ontario, Canada (Sunbay Energy Corporation)

Utilizing technology licensed from Europlasma, the plasma arc facility proposed for lands in the vicinity of Wesleyville in Port Hope, Ontario (approximately 45 minutes east of Toronto) will handle 400 short tons (360 t) per day of Municipal Solid Waste (MSW) and Tire Derived Fuel (TDF). Sunbay Energy is currently obtaining the required approvals from Provincial authorities and intends to have the facility operational during the 4th Quarter of 2009.

Tallahassee, Florida (Green Power Systems)

The city of Tallahassee, Florida has signed the largest plasma arc waste to energy contract (35 MW) to date with Green Power Systems to process 1,000 short tons (910 t) daily from the city and several surrounding counties. Completion of the project is scheduled for October 2010.

Hirwaun, Wales (EnviroParks Limited)

EnviroParks Limited plan (31/9/07) a consortium to build an Organic Park in Tower Colliery at Hirwaun, South Wales. This includes a plasma gasification plant combined with advanced anaerobic digestion to divert municipal solid waste from the landfill. Enviroparks are currently collaborating with partner Europlasma of Bordeaux to provide the plasma gasification unit to the park.

As much as 60 million is being put into the project by EnviroParks Ltd and its partners, to establish organic waste and mixed waste treatment facilities next to the Tower Colliery at Hirwaun. The Hirwaun site itself is large enough for the processing of over 250,000 metric tons (280,000 short tons) of non-hazardous waste a year. Initially, though, an anaerobic digestion plant will be designed to handle 50,000 metric tons (55,000 short tons) of organic wastes a year.

Jackson, Georgia (PR Power Company)

PR Power Co. plans to open a plant south of Atlanta, near Jackson, Georgia, that will use a "plasma torch" to vaporize tires down to their natural elements mainly hydrocarbons and scrap steel. The gases will be converted to electricity for sale to electric utilities and the scrap steel will be sold at an estimated $50 a ton.
Red Deer, Alberta (Plasco Energy Group Inc.)

Plasco is preparing to start construction on a commercial-scale facility in Red Deer, Alberta in the Summer of 2009. This facility, the company's first commercial plant, is expected to be completed by the end of 2010.
Maharastra Enviro Power Limited, SMSIL Pune, Maharastra India

SMS Infrastructures Limited (SMSIL), Central India largest civil engineering and infrastructure development company, constructed 68 tonne-per-day hazardous waste-to-energy plants, located in Pune, India, that will use Westinghouse Plasma Corporation (WPC) plasma technology and reactor vessel design. Each plant will provide comprehensive disposal services for a wide variety of hazardous waste, and will produce up to 1.6 MW (net) of electricity

The facilities will be the largest plasma gasification WTE plants in the world processing hazardous waste.

Concerns

Numerous municipal plasma arc gas plants (see above) are currently in development, including one for the city of Los Angeles. Practical (limited use of land space for landfills), technological (large-scale use of technology versus small-scale, e.g. plasma arc is currently favored as a means to destroy medical and hazardous waste), logistical (transportation infrastructure requirements) and budgetary considerations can affect the viability of individual projects. It is important to note that no municipal-scale waste disposal plasma arc facilities have as yet been constructed, which could present a considerable technological and budgetary challenge to even the largest municipalities.

An issue regarding plasma systems that rely on high temperatures for processing is in the life of their liners. The liner is an important aspect of separating the high interior temperatures of the plasma system from the [metal] shell of the plasma container. Liners are highly susceptible to both chlorine attack and to local variabilities in [high] temperatures, both of which would be found with typical municipal waste systems, and are not likely to last more than a year in service. This concern can be addressed by using the method demonstrated at the Trail Road Plant in Ottawa, Canada, which requires lower temperatures and a more robust material (brick) for a liner instead of the expensive and fragile metal. (ArticlesBase SC #2313832)

Steel Mezzanines

What should I look for and expect from my steel mezzanine project? I must clarify this article is written for the end user and is designed to give a better understanding of the product and how it is built, The intent is not to be a design source. You should understand the component sizes are governed by building codes and other requirements, the area where the steel mezzanine is placed (seismic zone) has a great impact on the member sizes and assembly methods. Some of the references that go into the selection of material and design are as follows; the most common and widely used building code today is IBC International Building Code, AISC Specifications for the design, Fabrication and erection of steel for buildings. AISC-SJI Standard Specifications for Open Web Steel Joist, Long span Steel Joist, and Deep Long Span Steel Joist.

Steel I Joist Beam and Column Mezzanine
ASTM A36 or A992/572 Grade 50 structural steel. ASTM A307 Carbon steel externally threaded standard fasteners. ASTM A325 High strength bolts for structural steel.

ASTM A365 Steel sheet, Zink coated (Galvanized) or zinc-iron alloy-coated (galvannealed) by the hot dip process. ASTM A500 Cold-Formed welded and seamlesscarbon steel hollow structural sections. ASTM A1011 Grade 50 specification for steel, sheet and strip, Carbon, Hot-Rolled structural quality. ASTM A1008Specification for steel, Cold-Rolled, Carbon, Structural. AWS D1.1 Structural welding code.
8" x 8"x 1/2" Base Plate with 4-1/2" Holes having Anchor Bolts
NAAMM Metal Bar- Grating manual. OSHA, Please note OSHA may be less than your building code requirements and could jeopardize your investment. Let's first consider the framing bottom and work our way up. You may or may not need footings some mezzanine manufactures have in house engineering departments that can assist you with the footing requirements but the majority doesn't. If you select a steel mezzanine manufacture that can address the issue or you use an independent engineering firm you should have the original slab drawings, or you may need a core sample to determine the composition of the slab.

The base plates should be a minimum 8" square x 1/2" Plate with a minimum of 4-1/2" holes for the anchor bolts. In most cases the base plates can be off set to accommodate other equipment, walls or pedestrian isles The minimum anchor bolt size should be ½" x5-1/2", The support columns can be I-Beam, square tube and some other material may be used by some manufactures however the square tube design is the most popular and I prefer to see a minimum of 5" square with a minimum 3/16" wall thickness, I like to see a top cap for the top of the column this reduces or eliminates the column from tearing from the fatigue of welding the column to beam connection.
Residential Steel Mezzanine
The joist may be I-Beam or open web joist or a combination of both this is usually determined by the span and loading. You would normally select open web joist for long spans to reduce cost.

Carbon Fiber Surfacing Mat

Carbon Fiber Surfacing Mat is a new subclass material for FRP/GRP materials. It’s characterized by uniform fiber distribution  which are made by using a polymer binder, smooth surface, excellent permeability and absorbability. In many fields and composite material applications, carbon mat can play outstanding characters of carbon fiber, and decrease producing cost. 

Applications:
-Chemical Vessels and filtration Carbon surfacing mat is used to produce all kinds of    pipes,tanks and sumps because of corrosion for strong acid & alkali and seawater, and also to filter corrosive gas and liquid.

-Carbon Fiber Reinforced Plastics Carbon fiber mat can make the surface of FRP/GRP products smooth,conceal veins of woven roving,fabric or textile,pliantly affix the surface of complex shaped articles .
Carbon Fiber Mat
-Cover of Electronic Instrument Covers made of carbon surfacing mat has more thin and lighter shell,high strength and stiffness for creep resistant, and EMC & RFI protection .

-Electronic Industry Electronic components, devices & industrial equipment stage decorated with carbon fiber surfacing mat can effect EMC & RFI protection and ESD, and this mat can be used in reflection satellite.
Specification
Target
Density(g/cm3)
1.55-1.60
tensile strength(MPa)
350-600
Young's Modulus (Gpa)
30-50
Average diameter (μm)
12-15
Resistivity (mΩ.cm)
3-7
carbon content (wt%)
≥95


Carbon Fiber Mat is featured with:

High-temperature resistance
Rub resistance
Conduction,heat-conductive
Corrosion resistance
Aeolotropism ,soft,can be used to weave
Along the fiber axis, has high tensile strength and Young's modulus

Practical Products:

Example 1:

Carbon Fiber Mat

 

ACP's carbon mat is an advanced nonwoven carbon fiber mat incorporating 100% carbon fibers (approx. 1" in length) bonded together in a random fiber matrix. Carbon mat is compatible with all epoxy and polyester resin systems. It is especially useful for reinforcement of ribs, bulkheads, corner joints and wing center sections. When reinforcing a wing center section, it is recommended that the carbon mat (.5 Oz.) be used under 1.4 Oz. glass in lieu of reinforcing the center section with 4 Oz. glass alone. This will result in a lighter but stiffer structure.

Example 2:

U. S. Army Engineer Research and Development Center (ERDC):  Carbon fiber reinforcing mats are used to strengthen the slabs for upward loading and reduce the likelihood of slab collapse from blast infill uplift pressures as well as internal explosions in mailrooms or other susceptible spaces.

Strengthening of Buildings with Carbon Fiber Against Terrorist Attack

Carbon-fiber-reinforced polymer (CFRP), is a fiber-reinforced polymer made with carbon fibers which is very strong and light. Over the past two decades it becomes an increasingly notable material used in structural engineering applications. With its potential benefits in construction, it has also proved itself cost-effective in a number of field applications strengthening concrete, masonry, steel, cast iron, and timber structures.
Retrofitting has become the increasingly dominant use of the material in civil engineering, and applications include increasing the load capacity of old structures (such as bridges) that were designed to tolerate far lower service loads than they are experiencing today, seismic retrofitting, and repair of damaged structures. 
Carbon Fiber Column Wrap

carbon laminate to beams and slabs
Fig: A and B carbon laminate to beams and slabs.
Recently it has been discovered a way to protect buildings from a terrorist attack - retrofit buildings with carbon fiber. This is due to the fact that carbon fiber reinforced polymer (CFRP)  fabric can carry 143,000 pounds of force per square inch and has various applications to strengthen reinforced concrete buildings.
To protect a building from an extreme event, CFRP can be used to increase the bending capacity of walls or columns of threatened buildings. Now an anchor is used that embeds in the column or joint to make CFRP more effective. In that work, the anchors allow the CFRP to reach its full tension strength rather than separating from the concrete at only about half its strength.
September 11th, 2001 Twin Towers Attack

Carbon Fiber to Retrofit Against Terrorist Attack
CFRP can be used to protect an entire wall from an explosion. To study the effectiveness of different ways of applying CFRP, with the help of U. S. Army Engineer Research and Development Center (ERDC) explosives are detonated near CFRP-reinforced concrete slabs.

CFRP, when layered and anchored, provided a significant amount of protection. However, applying additional protection to the front of the concrete slab, such as a steel plate, would enhance the slab's performance.
 Taj Mahal Palace,Mumbai Terrorist Attack

Structural Retrofit

In some cases, it may not be possible to retrofit an existing building to limit the extent of collapse to one floor on either side of a failed column. If the members are retrofitted to develop catenary—the natural curve created by a flexible cord freely suspended between two fixed points—behavior, the adjoining bays must be upgraded to resist the large lateral forces associated with this mode of response. This may require more extensive retrofit than is either feasible or desirable. In such a situation, it may be desirable to isolate the collapsed region rather than risk propagating the collapse to adjoining bays.

The retrofit of existing structures to protect against a potential progressive collapse resulting from the detonation of a terrorist explosive threat may therefore best be achieved through the localized hardening of vulnerable columns. These columns need only be upgraded to a level of resistance that balances the capacities of all adjacent structural elements. At greater blast intensities, the resulting damage would be extensive  and termed global collapse rather than progressive collapse. Attempts to upgrade the structure to conform to the alternate path method will be invasive and potentially counterproductive. Care must be taken not to weaken a structure in the attempt to make it more robust.
carbon laminate to beams and slabs
Fig: A and B carbon laminate to beams and slabs.
Carbon Fiber Column Wrap

Carbon Fiber Column Wrap

Carbon Fiber Column Wrap

Carbon Fiber Column Wrap

Conventionally designed columns may be vulnerable to the effects of explosives, particularly when placed in contact with their surface. Standoff elements such as partitions and enclosures may be designed to guarantee a minimum standoff distance; however, this alone may not be sufficient. A steel jacket or a carbon fiber wrap may be used to provide additional resistance to reinforced concrete structures. These systems effectively confine the concrete core, increase the confined strength and shear capacity of the column, and hold the rubble together to permit it to continue carrying the axial loads. The capacity of steel flanged columns may be increased with a reinforced concrete encasement that adds mass to the steel section and protects the relatively thin flange sections. The details for these retrofits must be deigned to resist the specific weight of the explosives and the standoff distance. See also WBDG Designing Buildings to Resist Explosive Threats, section on Column Reinforcements.
Carbon Fiber Mat

Carbon Fiber Mat

Floor slabs are typically designed to resist downward gravity loading and have limited capacity to resist uplift pressures or the upward deformations experienced during a load reversal. Therefore, floor slabs that may be subjected to significant uplift pressures, which may overcome the gravityloads and subject the slabs to reversals in curvature, require tension reinforcement at the top fiber of the mid-span locations and bottom tension reinforcement at the underside near the supports. If the slab does not contain this tension reinforcement, it must be supplemented with a lightweight carbon fiber application that may be bonded to the surface at critical locations. Carbon fiber reinforcing mats bonded to the top surface of slabs would strengthen the floors for upward loading and reduce the likelihood of slab collapse from blast infill uplift pressures as well as internal explosions in mailrooms or other susceptible spaces.

Carbon Fiber to Retrofit Against Terrorist Attack
Carbon Fiber to Retrofit Against Terrorist Attack
This lightweight high tensile strength material will supplement the limited capacity of the concrete to resist these unnatural loading conditions. These retrofit options are currently the subject of a Technical Support Working Group (TSWG) research project, being performed by Weidlinger Associates (WAI) at the Energetic Materials Research and Test Center (EMRTC), and the initial results show the retrofits to be effective. An alternative approach is to notch grooves into the top of the concrete slabs, and then to epoxy carbon fiber rods into those grooves. Although this approach may offer greater capacity, it is much more invasive and has not been evaluated with explosive testing. See also Designing Buildings to Resist Explosive Threats, section on Floor Slab Reinforcements.(ArticlesBase SC #3983699)

Precautions to be Taken for Choosing Shallow Foundation on Black Cotton Soil?

Shallow foundations on black cotton soil are very susceptible as severe cracking occur in soil in relation to atmospheric conditions. Adopting some precautions and providing some limitation in choosing foundation type, shallow foundation can be used:   

1. To provide reinforced concrete ties or bands all around the main walls of the building. The R.C.C ties or bands which may be 10 cm to 15 cm deep should be placed at plinth level, lintel level and eaves level. In case of flat roof, R.C.C slab it self acts as a tie and as such no extra band needed to be provide near the roof in such cases.
2. If the depth of the black cotton soil at a given site is only 1 to 1.5 m, the entire black cotton soil above the hard bed may be completely removed and the foundation may be laid on the hard bed below.

3. To limit the load on the soil to 5.5 tonnes/ sqr. m. if water is liable to to find an access to the foundations, the limit of loading should be restricted to 4,900 kg/ sqr. m.
Removal of Black-Cotton Soil from Entire Site
4. To take the foundation to such depths where the cracks cease to extend. The minimum depth of foundation should be at least 1.5 m.

5. The swelling of soil in direct contact with the foundation material causes maximum damage. Hence it is necessary to prevent the direct contact of black cotton soil with masonry work below ground level. These can be achieved by making wider trenches for foundation and filling spaces on the either side of the foundation masonry with sand or moorum.
6. The bed of foundation trench should be made firm or hard by ramming it well. On the rammed bed a 30 cm layer of good hard moorum should be spread in layers of 15 cm, each layer being well watered and rammed before laying the next layer. On this layer either stone or sand bed should be provided to the desire height to place the foundation concrete bed block upon it.

7. In case of ordinary buildings, the foundation should be taken at least 30 cm deeper than the depth where the crack stop.

8. In important structures raft foundation should be provided so as to float the building on the bed below the depth, quite independent of the surrounding soil.

9. For less important structures like compound walls etc., the foundation should preferably be taken at least 15 cm below the depth at which cracks in soil cease to occur.

10. Construction in black cotton soil should be undertaken during dry season.

11. The masonry for the walls should start at least 15 cm below the general ground level.

12. The width of trench for main walls or load bearing walls of a building should be dug 40 cm wider than the width of foundation. This is necessary to ensure provision of at least 20 cm wide layer of coarse sand on either side of foundation masonry thereby separating the sub-structure from having direct contact with black cotton soil. In case of compound wall, width of sand layer on either side of foundation masonry could be 15 cm.

Corrosion Environments for Steel Piles

Sea water or Effluents:  Piles exposed to seawater or to effluents with a pH much above 9.5 or below 4.0 will require painting (i.e., paint the pile, then construct the backfill) or encasement in concrete to resist corrosion. As an alternative to painting or concrete encasement, a splice that uses a slightly larger section in the corrosive zone may be made.


water line fluctuation Zone:  In general for the several feet of zone of water line fluctuation along the pile the corrosion is also prominent requiring same treatment of painting or concrete encasement.



Pile Encasement to prevent Corrosion

Erosion of Steel pipe pile
Erosion of Steel pipe pile
Saline and the erosion of port structures
Saline and the erosion of port structures


Concrete Pile Jackets
Concrete Pile Jackets
Disturbed or filled soils: Piles driven in disturbed, or fill, soils will tend to undergo relatively more corrosion attributed to a higher oxygen concentration in the disturbed soil and may require painting or similar other treatment as above.  Undisturbed soils were found to be oxygen-deficient from a few feet below the ground surface.


According to NBS studies on substructures like both sheet-pile and bearing-pile over 40 years if  piles are driven in undisturbed natural soil deposits, pile corrosion is not great enough to affect the strength of the piles significantly. These studies covered soils with pH (a pH less than 7 is acidic) values from 2.3 to 8.6, and electric resistivities of 300 to 50 200 ohm • cm which was further concluded that as long as the soil was undisturbed, the soil characteristics and properties are not significant. For a given site soil ohm-cm (soil resistance) can be used to determine the probability of pile corrosion.

JET GROUTING

JET GROUTING is a soil improvement technique has been used since the early 1970s in many countries of the world. This technique consists of the formation of grout piles and walls. It may be applied to all types of soils including low permeable fine-grained cohesive soils or weathered and soft rocks. The technology is used for the construction of overpasses and bridges, harbour engineering, strengthening of building foundations, embankments and slope stabilization.

It can be performed in many ways. One procedure consists in using a special drill bit with vertical and horizontal high-pressure water jets to excavate through the soil. Cement based grout is then forced through the lateral jets to mix with the small remaining amount of foundation material loosened during excavation. When the grout sets the end result is a fairly hard, impervious column. This procedure is somewhat similar to the soil-cement columns.
Jet Grouting Procedure
There are at least four procedures for producing jet-grouted columns, but the two principal methods are 1. Breaking up the soil and mixing it in situ with the grout. A borehole of about the same diameter as the grout rods is used and grout columns up to about 1 m in diameter can be produced.
Jet Grouting Nozzles
2. Breaking up and partially removing the in situ material—usually using boreholes much larger than the grout rods—so that the resulting column is mostly grout. Grout columns up to about 3 m in diameter can be produced by this method.

The grout columns (also called grout piles) have been used considerably in underpinning structures to provide additional foundation support. The method is also used for general foundation improvement, and very small diameter shafts are sometimes called root piles. Closely spaced columns are sometimes used for excavation support (but would require the insertion of reinforcing rods in the wet grout for bending resistance) and for groundwater control; however, the soil-cement columns previously described are probably better suited in most cases. A more comprehensive description of this method is given in ASCE SP 12.

ASTM D5882 Requirements for Pile Integrity Test

Pile integrity test is to serve as a screening process to identify acoustically anomalous piles. It is low strain dynamic test (a light impact is applied to a pile it produces a low strain) based on wave propagation theory. The impact produces a compression wave that travels down the pile at a constant wave speed. Changes in cross sectional area - such as a reduction in diameter - or material - such as a void in concrete - produce wave reflections.

This procedure is performed with a hand held hammer to generate an impact, an accelerometer or geophone placed on top of the pile to be tested to measure the response to the hammer impact, and a data acquisition and interpretation electronic instrument.
Pile Echo Tester:USB Model
A pile and Its Reflectogram
These tests shall be performed in accordance with ASTM D5882 “Standard Test Method for Low Strain Integrity Testing of Piles”. The requirements of this standard are:
Pile Echo Tester:Bluetooth Model
Item
Description
Requirements
5.1.1.
Impact force application
Hammer with hard plastic tip
5.2.1.
Accelerometer linearity
Up to 50 g
5.2.1.
Accelerometer time constant
≥0.5 sec
5.2.1.
Resonant frequency
≥ 30 kHz
5.2.1
Calibration accuracy
5%  
5.3.
Signal transmission
Low-noise shielded cable
5.4.1.
Apparatus
Permanent graphic display
5.4.1.
Apparatus
Permanent data storage capability
5.4.1.
Apparatus
Blow averaging capability
5.4.1.
Apparatus
Variable amplification
5.4.1.
Apparatus
Filtering capability
5.4.2.
Recording apparatus
12 bit A/D resolution
5.4.2.
Sample frequency
25 kHz
5.4.2.
Clock jitter
≤0.01%
5.4.4.
Signal duration scale
2 L/c plus 5 msec