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Sheet piles installation

 

Sheet pile walls are usually used in soft soils and tight spaces. Sheet pile walls are made out of steel, vinyl or wood planks which are driven into the ground. For a quick estimate the material is usually driven 1/3 above ground, 2/3 below ground, but this may be altered depending on the environment.

Taller sheet pile walls will need a tie-back anchor, or "dead-man" placed in the soil a distance behind the face of the wall, that is tied to the wall, usually by a cable or a rod. Anchors are placed behind the potential failure plane in the soil.

It is very important to have proper drainage behind the wall as it is critical to the performance of retaining walls. Drainage materials will reduce or eliminate the hydrostatic pressure and will therefore greatly improve the stability of the material behind the wall, assuming that this is not a retaining wall for water.Different producers have different profiles and different interlock systems. All of the available sections, however, can be broken into two types based on end use.

The most common end use requires sections which resist bending moment. This requirement for beam strength, or section modulus, is provided by "Z-profiles" and "U-profiles". The second end use is for sections which require interlock strength. This need for interlock strength is created when sheeting is installed as a circular cell and backfilled with granular material. The confined fill pushes outward and thereby creates hoop tension in the cell wall. The "flat sheet piling " sections transmit the hoop tension through their interlocks.

 

 

Contractors use sheet pile as a temporary supportive wall which is used to support the soft soil collapsed from higher ground to lower ground. Steel sheet pile is commonly used in the construction and has variety types of material for sheet pile. The price for variety types of material for sheet pile is different, the driving method can be in variety ways as well. Contractors might need to determine the condition of soil then only can decide which type of sheet pile can be used.
Simple Guide On How To Install Sheet Pile

Sheet pile installation can’t be done by piling contractor while there is specialist contractor for sheet pile to do the installation. Here is a rough installation procedure for sheet pile :

1) Pile Driving Equipment
Before starting driving sheet pile, a few equipments have to be prepared such as driving hammers and jetting equipment. The driving energy for hammers shall be recommended by the manufacturer so that it’s applicable to relevant sheet pile. While jetting equipment shall have a minimum of two removable or fixed jets of the water or be a combination of air a water type.

2) Placing and Driving
After preparing all the sheet pile driving equipments, sheet piles can be started to place on the location that shown in the construction drawings. Temporary wales, templates, or guide structures have to be carried on to ensure the sheet pilings are placed and driven to the correct alignment.

After the sheet piles is set on place, jetting machine will be starting to driving the sheet piles. Sheet piles have to be driven with the proper size of hammer and by approved methods to ensure no damage to the sheet piles and proper interlocking throughout their lengths. A protecting cap shall be employed on the tops of sheet pile to prevent damage during driving with hammer.

3) Cutting-Off and Splicing
After driving the sheet piles into the ground, if contractor find that they need additional penetration, splicing or jointing works will be carried on. Driving works will be done again for the sheet piles until it reaches its’ limit on the ground. After this, excessive of sheet pile will be cutting-off and removed from the site. All cutting-off work must be done in a neat and workmanlike manner for safety purpose.

4) Inspection of Driven Piling
The contractor shall inspect the interlocked joints of driven china sheet piles extending above ground. If contractor find out that the sheet piles are out of interlock, then the sheet piles have to be removed and replaced with a new sheet pile.

 

 

source:news china-sheetpiling

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Technology of sheet piles

rom the well known Larssen, frodingham sheet piles and to sheet piles manufactured from Japan, sheet piles technology can be said to be well established. It is documented that sheet piles had been used in civil engineering works for close to two hundreds years.

 

What are the technology of sheet piles application?

As sheet piles manufacturer formed an interlocking wall, it’s application can be used in retaining purpose and can be adapted to jobs requirement like : -

* Cofferdams
* Ground Water Diversion/Control
* Barrier for Ground Water Treatment Systems
* Retaining Walls
* Containment Walls
* Flood Protection
* Coastal Protection
* Tunnel Cut and Cover
* Bulkheads and Seawalls
* Weir Walls
* Slope Stabilization
* Baffle Walls

The picture below is an example of a coffer dam. Notice that the cofferdam is being installed by a crane floating on a barge.

                                   

Cofferdams can be used on land and in water. The shapes can be of any configuration depending on the structures to be built.

There are many advantages applying the technology of Steel sheet piles . One major advantage is the installation of sheet piles, removed the need for open cut excavation. Open cut excavation required large amount of material to be removed. Using sheet piles, excavation is limited to the exact spot where only excavation is require for work to be done. Thus this minimize waste disposal problems.

The next benefit of applying the technology of sheet piles is the sheet piles are removable once the work is completed. In this sense, the sheet pile is used temporary as a retaining wall while the actual work is done.

Sheet piles can be permanent too as they can be part of the permanent strurtures. As an example, in the construction of basement, the basement wall can be casted with the sheet piles wall. Thus this eliminates the need for exterbal form works for the wall as the U Sheet pile formed the external form work.

Generally topography and ground water does not hinder the use of sheet piles, thus is is another benefit of applying the technology of sheet piles to construction works with uneven topography and high water table. Finally, using sheet pile, they can be installed to various shape formation required by the designers.

The photo below show the use of temporary sheet piles for retaining purpose, allowing excavation to take place. The excavator at the lower level is excavating down. The orther excavator is installing sheet pile.

 

 

 

Sheet piling consists of a series of panels with interlocking connections driven into the ground with impact or vibratory hammers to form an impermeable barrier. Sheets can be made from a variety of materials such as steel, vinyl, plastic, wood, recast concrete, and fiberglass. It is steel sheet piles that this site will concentrate on. It is in the early 20th century that steel sheet piles to becomes  mainstream, thanks to a German by the name of  Mr Tryggve Larssen .



source:news china-sheetpiling
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Metal sheet pile used for earth-retaining structures

The present invention relates to a metal sheet pile used for earth-retaining structures, fundamental structures, bank protection structures and a water cut-off walls in the civil engineering and construction fields. In particular, the present invention relates to the shape of a hat-type metal sheet pile.

It should be noted that FIG. 1 illustrates the present invention; however, this figure will also be used below for explanation purposes to identify the various elements of a typical metal sheet pile according to the background art. In addition, it should be noted that this discussion is directed to the present inventors' analysis of the background art and should not be construed to be an admission of prior art.

Referring to FIG. 1, a hat-type metal sheet pile of the present invention includes a flange 2 , a pair of webs 3 , 3 , a pair of arms 4 , 4 and a pair of joints 5 , 5 . Each of the pair of webs 3 , 3 is connected to a respective end of the flange 2 so as to be line-symmetric with each other. Each of the pair of arms 4 , 4 is connected at one thereof to the other end of the pair of webs 3 , 3 , respectively. The pair of arms 4 , 4 is parallel to the flange 2 . Furthermore, each of the pair of joints 5 , 5 is connected to the other end of the pair of arms 4 , 4 , respectively.

FIG. 1 shows a hat-type U Sheet pile where an effective width is B [mm], a height is H [mm], a web width is Bw [mm], a flange width is Bf [mm] and a flange thickness is t [mm]. The effective width B is defined as a distance between an interfitting center of a left joint 5 and an interfitting center of right joint 5 . The interfitting center is defined as a center position of an area where a joint of one sheet pile and a joint of adjacent sheet pile overlap to interfit or interlock in the width direction of the sheet piles to form a pair of interfitted or interlocked joints.

A hat-type metal sheet pile is typically manufactured by a well-known method, i.e., rolling a hot bloom or slab of a piece of metal, typically steel, which has been heated to about 1250° C. in a furnace in advance. The rectangular hot piece of steel is passed a number of times using grooved rolls, which have a complicated shape to form a final cross-section. The metal sheet pile having the final cross-section is cut-off to make a predetermined length product when at a high temperature and is then cooled down. Bending and/or a warping caused during the rolling process is/are eliminated by using a roller straightener or a press straightener.

Typical metal sheet piles are U-type metal sheet piles and a hat-type metal sheet piles. Outlines of U-type metal sheet piles and hat-type metal shape piles are shown in outline form in FIGS. 8A and 8B, respectively. In order to form a metal wall having a certain length, a plurality of Z Sheet piles are interlocked with each other by interfitting the joints 5 . Therefore, it is economically advantageous to reduce the number of metal sheet piles by increasing the effective width B [mm] of a single metal sheet pile. However the effective width of metal sheet piles according to the background art has been 600 mm at the maximum.

Metal sheet piles are required to have a certain cross-sectional rigidity according to the intended use of the metal sheet pile. Cross-sectional rigidity is represented by a geometrical moment of inertia I [cm 4 /m] (=cross-sectional area×(distance to gravity-center axis of the metal sheet pile) 2 ). Generally a geometrical moment of inertia I is more than 6,000 [cm 4 /m] (I>6,000 [cm 4 /m]). If the cross-sectional rigidity is the same between two kinds of metal sheet pile, a metal sheet pile having a weight per unit area W [kg/m 2 ] smaller than the other metal sheet pile, i.e., the metal sheet pile having a better cross-section performance (I/W), is more economical than the other.

In view of the above, a metal sheet piles having more than a 700 mm effective width in order to reduce the number of sheet piles used and a metal sheet pile having a cross-sectional performance better than metal sheet piles according to the background art has been longed for.

An object of the present invention is to provide a hat-type metal sheet pile, which has more than a 700 mm effective width and a superior cross-section performance to a metal sheet pile according to the background art.

The inventor of the present application has investigated the cross-sectional performances of U-type metal sheet and hat-type metal sheet piles according to the background art. FIG. 2 is a graph illustrating a cross-sectional performance of background art metal sheet pile. The horizontal axis includes W [kg/m 2 ], a metal sheet pile weight per unit area of the wall of metal sheet pile, and the vertical axis shows the geometrical moment of inertia I [cm 4 /m]. The inventor of the present application has found that I?470W−38,000, wherein I has been calculated according to the following formula.
I x =∫ A y 2 dA
In the above formula, y=the distance from the gravity-center axis and A=the cross-sectional area of the metal sheet pile.

In view of the above, it is also an object of the present invention to provide a hat-type metal sheet pile which has more than a 700 mm effective width and a geometrical moment of inertia I [cm 4 /m] which is more than 470W−38,000.

The inventor of the present application has also examined the shape of a Steel sheet pile which has a predetermined value of the geometrical moment of inertia I [cm 4 /m] and a predetermined effective width B [mm] by changing a height of the hat-type metal sheet pile in order to obtain a shape which can obtain a geometrical moment of inertia I [cm 4 /m], which is more than 470W−38,000.

It has been found by the present inventors that the following hat-type metal sheet pile meets the above conditions and therefore accomplished the objects of the present invention.

A metal sheet pile comprising:

a flange;

a pair of webs, each of said pair of webs being connected at one end thereof to opposite ends of said flange, respectively, so as to be line-symmetric with each other;

a pair of arms, each of said pair of arms being connected at one end thereof to another end of said pair of webs, respectively; and

a pair of joints, each of said pair of joints being connected to another end of said pair of arms, respectively,

wherein a cross-sectional dimension of said metal sheet pile manufacturer meet all of the following inequalities:
700?B?1,200;
280 ?Bf? 0.0005 ×B 2 −0.05 ×B ; and
−0.073 ×B+ 0.0043 ×I+ 230 ?H? 380,

where B is an effective width [mm] of said metal sheet pile, Bf is a width [mm] of said flange, H is a height [mm] of said metal sheet pile, and I is a geometrical moment of inertia [cm 4 /m] of said metal sheet pile.

Further scope of applicability of the present invention will become apparent from the detailed description given hereinafter. However, it should be understood that the detailed description and specific examples, while indicating preferred embodiments of the invention, are given by way of illustration only, since various changes and modifications within the spirit and scope of the invention will become apparent to those skilled in the art from this detailed description.

 

 

source:freepatentsonline

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Apparatus for producing steel piling

The invention relates to a method and apparatus for producing steel piling and a machine for driving the same in earthen strata and further teaches fabrication of the steel piling either by a rolling mill or an extrusion machine, said piling being provided with integral portions that are later deformed to produce longitudinally extending ducts that are suitably pierced to jet streams of water carried by the ducts to the opposed sides of a section of piling.

This invention relates to further improvements in the sheet steel pile art as disclosed in my earlier application Ser. No. 293,444, filed Sept. 29, 1972 now U.S. Pat. No. 3,822,557.

In my earlier application, it was disclosed that the principal object of the invention was to provide a system of controlled lubrication of the driven ends and longitudinally extending surfaces of all sheet steel piling.

That invention has particular applicability for use either with the automatic impact hammer or the high frequency vibrator, the latter having had several shortcomings since it was limited more or less to soil strata formations that are more or less granular. Because the high frequency vibrator has certain drawbacks in its use with different types of soil, excessive amounts of force have been developed, but increased range has been limited from 5% to 10%. Thus, that improvement alleviated or reduced soil strata adhesion to the sheet pile surface through the use of properly placed water jets which broadens the use of the high frequency vibrator to include the entire range of sheet pile driving.

Further, there was described in that application a system of lubrication for sheet steel piling that not only enabled the pile to be more quickly driven into the earth's strata, but also to be extracted therefrom by the vibrator or the automatic impact extractor.

In addition, there is disclosed in that application a system in which standard mill rolled sheet steel piles sections could be converted to perform the function revealed therein, by simple meld fabrication methods as well as also the possibility of a steel rolling mill to form the linear ducts or conduits which conduct the liquid along the extent of the surface of the sheet piling.

Slag is a material that is produced from smelting iron. It has been used since the times of the Roman Empire to pave streets. Slag became popular when it's versatility was displayed by the creation of the railroad. It was also used by the Germans to make cannon balls in the 1500s. There are many uses for slag. Follow these instructions to learn how to use slag.

Apply slag to a built-up roof to reduce the fire hazard. Slag also protects the roof from radiant energy and sun exposure as well as the winter elements.
The primary object of the present invention is to teach a method of making a structural sheet steel pile and the product resulting therefrom by an extrusion machine or a rolling mill which will further reduce the overall cost of the sheet piling manufacture .

A further object of the invention is to teach a method of rolling preformed portions of a sheet steel pile as it is discharged from the extrusion machine or rolling mill by progressively pre-heating predetermined areas, where required, of the sheet piling so they may be brought into juxtaposed relation and melded together by a final rolling operation.

A still further object of the invention is to apply fusion heat continuously and directly to the edge portion of offstanding wing-shaped portions so they may be melted together during the rolling operation.

Another object of this invention is to provide a duct and orifice system that can be universally used for all types of piles, i.e., arched, "Z" and flat sections and readily adaptable to the same vice clamp provided with a water injector.

Use steel slag to build railroad ballasts. It provides washout protection in flood prone areas as well as providing excellent drainage. Steel slag is also highly resistant to electrical conductivity.
Combine sewage filters with slag. It's minute surface voids trap the solid material in the sewage and increases the productivity of the filter. It is also light weight so there's less weight of slag needed to fill the volume of the filter.
Utilize slag in trout farms. It will remove solids from the trout farm's water. It also retains the microorganisms that remove the fatal ammonia the trout create in their water. This ammonia prevents the water from being able to be recycled which then causes low flowing creeks and streams.

Place air cooled blast furnace slag behind steel sheet piling to stabilize it. This use enables the building to have an "S" curve without losing any stability.

Still another object of this invention is to provide an economical method of mass production of sheet steel piling which includes ducts and orifices.

A still further object of this invention is to provide an orifice system for the ducts of the sheet pile that can be formed therein either while the sheet is hot or milled thereinto after it is cold.

Another object of this invention is to provide a means at the top of the pile so that a water connection can be made quickly at the same time the pile clamp is being attached to the top of the sheet pile.

Yet another object of this invention is to provide a method of hot forming the bottom of the pile to close the lower end of the duct to thereby produce a pointed knife-like lower edge surface to thereby facilitate driving of the sheet pile .

Yet still another object of this invention is to provide a method of hot flaring and reaming of the mouth and the duct adjacent to the top of the pile to facilitate the entrance of the injector and thereafter proper sealing of the mouth of the duct with the injector.

 

 

source:bloggum|steel sheet piling

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Material properties of steels

Iron, like most metals, is found in the Earth's crust only in the form of an ore, ie. combined with other elements such as oxygen or sulfur. Typical iron-containing minerals include Fe2O3—the form of iron oxide found as the mineral hematite, and FeS2—pyrite (fool's gold). Iron is extracted from ore by removing oxygen and combining the ore with a preferred chemical partner such as carbon. This process, known as smelting, was first applied to metals with lower melting points, such as tin, which melts at approximately 250 °C (482 °F) and copper, which melts at approximately 1,000 °C (1,830 °F). In comparison, cast iron melts at approximately 1,370 °C (2,500 °F). All of these temperatures could be reached with ancient methods that have been used since the Bronze Age. Since the oxidation rate itself increases rapidly beyond 800 °C, it is important that smelting take place in a low-oxygen environment. Unlike copper and tin, liquid iron dissolves carbon quite readily. Smelting results in an alloy (pig iron) containing too much carbon to be called steel. The excess carbon and other impurities are removed in a subsequent step.

Other materials are often added to the iron/carbon mixture to produce steel with desired properties. Nickel and manganese in steel add to its tensile strength and make austenite more chemically stable, chromium increases hardness and melting temperature, and vanadium also increases hardness while reducing the effects of metal fatigue. To prevent corrosion, at least 11% chromium is added to steel so that a hard oxide forms on the metal surface; this is known as stainless steel. Tungsten interferes with the formation of cementite, allowing martensite to form with slower quench rates, resulting in high speed steel. On the other hand, sulfur, nitrogen, and phosphorus make steel more brittle, so these commonly found elements must be removed from the ore during processing.

The density of steel varies based on the alloying constituents, but usually ranges between 7.75 and 8.05 g/cm3 (0.280–0.291 lb/in3).
Even in the narrow range of concentrations which make up steel, mixtures of carbon and iron can form a number of different structures, with very different properties. Understanding such properties is essential to making quality steel. At room temperature, the most stable form of iron is the body-centered cubic (BCC) structure α-ferrite. It is a fairly soft metallic material that can dissolve only a small concentration of carbon, no more than 0.021 wt% at 723 °C (1,333 °F), and only 0.005% at 0 °C (32 °F). If the steel contains more than 0.021% carbon then it transforms into a face-centered cubic (FCC) structure, called austenite or γ-iron. It is also soft and metallic but can dissolve considerably more carbon, as much as 2.1% carbon at 1,148 °C (2,098 °F)), which reflects the upper carbon content of steel.

When steels with less than 0.8% carbon, known as a hypoeutectoid steel , are cooled from an austenitic phase the mixture attempts to revert to the ferrite phase, resulting in an excess of carbon. One way for carbon to leave the austenite is for cementite to precipitate out of the mix, leaving behind iron that is pure enough to take the form of ferrite, resulting in a cementite-ferrite mixture. Cementite is a hard and brittle intermetallic compound with the chemical formula of Fe3C. At the eutectoid, 0.8% carbon, the cooled structure takes the form of pearlite, named after its resemblance to mother of pearl. For steels that have more than 0.8% carbon the cooled structure takes the form of pearlite and cementite.

Perhaps the most important polymorphic form is martensite, a metastable phase which is significantly stronger than other steel phases. When the steel is in an austenitic phase and then quenched it forms into martensite, because the atoms "freeze" in place when the cell structure changes from FCC to BCC. Depending on the carbon content the martensitic phase takes different forms. Below approximately 0.2% carbon it takes an α ferrite BCC crystal form, but higher carbon contents take a body-centered tetragonal (BCT) structure. There is no thermal activation energy for the transformation from austenite to martensite. Moreover, there is no compositional change so the atoms generally retain their same neighbors.

Martensite has a lower density than austenite does, so that transformation between them results in a change of volume. In this case, expansion occurs. Internal stresses from this expansion generally take the form of compression on the crystals of martensite and tension on the remaining ferrite, with a fair amount of shear on both constituents. If quenching is done improperly, the internal stresses can cause a part to shatter as it cools. At the very least, they cause internal work hardening and other microscopic imperfections. It is common for quench cracks to form when water quenched, although they may not always be visible.

 

from:wiki

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Countries by steel production in 2007 and 2008

Steel is an alloy consisting mostly of iron, with a carbon content between 0.2% and 2.1% by weight, depending on the grade. Carbon is the most cost-effective alloying material for iron, but various other alloying elements are used such as manganese, chromium, vanadium, and tungsten. Carbon and other elements act as a hardening agent, preventing dislocations in the iron atom crystal lattice from sliding past one another. Varying the amount of alloying elements and form of their presence in the steel (solute elements, precipitated phase) controls qualities such as the hardness, ductility, and tensile strength of the resulting steel . Steel with increased carbon content can be made harder and stronger than iron, but is also less ductile.

Alloys with a higher carbon content are known as cast iron because of their lower melting point and castability. Steel is also distinguished from wrought iron, which can contain a small amount of carbon, but it is included in the form of slag inclusions. Two distinguishing factors are steel's increased rust-resistance and better weldability.

Though steel had been produced by various inefficient methods long before the Renaissance, its use became more common after more efficient production methods were devised in the 17th century. With the invention of the Bessemer process in the mid-19th century, steel became a relatively inexpensive mass-produced material. Further refinements in the process, such as basic oxygen steelmaking, further lowered the cost of production while increasing the quality of the metal. Today, steel is one of the most common materials in the world and is a major component in buildings, infrastructure, tools, ships, automobiles, machines, and appliances. Modern steel is generally identified by various grades of steel defined by various standards organizations.

There are many types of heat treating processes available to steel. The most common are annealing and quenching and tempering. Annealing is the process of heating the steel to a sufficiently high temperature to soften it. This process occurs through three phases: recovery, recrystallization, and grain growth. The temperature required to anneal steel depends on the type of annealing and the constituents of the alloy.

Quenching and tempering first involves heating the steel to the austenite phase, then quenching it in water or oil. This rapid cooling results in a hard and brittle martensitic structure. The steel is then tempered, which is just a specialized type of annealing. In this application the annealing (tempering) process transforms some of the martensite into cementite or spheroidite to reduce internal stresses and defects, which ultimately results in a more ductile and fracture-resistant metal.

When iron is smelted from its ore by commercial processes, it contains more carbon than is desirable. To become steel, it must be melted and reprocessed to reduce the carbon to the correct amount, at which point other elements can be added. This liquid is then continuously cast into long slabs or cast into ingots. 96% of steel is continuously cast, while only 4000 ingots are cast per year. The ingots are then heated in a soaking pit and hot rolled into slabs, blooms, or billets. Slabs are hot or cold rolled into sheet pile or plates. Billets are hot or cold rolled into bars, rods, and wire. Blooms are hot or cold rolled into structural steel, such as I-beams and rails. In modern foundries these processes often occur in one assembly line, with ore coming in and finished steel coming out. Sometimes after a steel's final rolling it is heat treated for strength, however this is relatively rare.

 

This is a list of countries by steel production in 2007 and 2008, based on data provided by the World Steel Association, accessed in May 2009.

 

Rank  ↓ Country/Region  ↓ 2007  ↓ 2008  ↓
 World 1,351.3 1326.5
1 People's Republic of China People's Republic of China 494.9 500.5
European Union European Union 209.7 198.0
2 Japan Japan 120.2 118.7
3 United States United States 98.1 91.4
4 Russia Russia 72.4 68.5
5 India India 53.1 55.2
6 South Korea South Korea 51.5 53.6
7 Germany Germany 48.6 45.8
8 Ukraine Ukraine 42.8 37.1
9 Brazil Brazil 33.8 33.7
10 Italy Italy 31.6 30.6
11 Turkey Turkey 25.8 26.8
12 Republic of China Taiwan 20.9 19.9
13 France France 19.3 17.9
14 Spain Spain 19.0 18.6
15 Mexico Mexico 17.6 17.2
16 Canada Canada 15.6 14.8
17 United Kingdom United Kingdom 14.3 13.5
18 Belgium Belgium 10.7 10.7
19 Poland Poland 10.6 9.7
20 Iran Iran 10.1 10.0
21 South Africa South Africa 9.1 8.3
22 Australia Australia 7.9 7.6
23 Austria Austria 7.6 7.6
24 Netherlands Netherlands 7.4 6.8
25 Czech Republic Czech Republic 7.1 6.4
26 Romania Romania 6.3 5.0
27 Egypt Egypt 6.2 6.2
28 Malaysia Malaysia 6.1
29 Sweden Sweden 5.7 5.2
30 Thailand Thailand 5.5
31 Argentina Argentina 5.4 5.5
32 Slovakia Slovakia 5.1 4.5
33 Venezuela Venezuela 5.0 4.2
34 Kazakhstan Kazakhstan 4.8 4.3
35 Saudi Arabia Saudi Arabia 4.6 4.7
36 Finland Finland 4.4 4.4
37 Indonesia Indonesia 4.0
38 Luxembourg Luxembourg 2.9 2.6
39 Greece Greece 2.6 2.5
40 Belarus Belarus 2.4 2.5
 Others 29.2 (est.)

 

from:wiki

 

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Kinds of Specialty piles

Micropiles, also called mini piles, are used for underpinning. Micropiles are normally made of steel with diameters of 60 to 200 mm. Installation of micropiles can be achieved using drilling, impact driving, jacking, vibrating or screwing machinery.
Where the demands of the job require piles in low headroom or otherwise restricted areas and for specialty or smaller scale projects, micropiles can be ideal. Micropiles are often grouted as shaft bearing piles but non-grouted micropiles are also common as end-bearing piles.

The use of a tripod rig to install piles is one of the more traditional ways of forming piles, and although unit costs are generally higher than with most other forms of piling, it has several advantages which have ensured its continued use through to the present day. The tripod system is easy and inexpensive to bring to site, making it ideal for jobs with a small number of piles. It can work in restricted sites (particularly where height limits exist), it is reliable, and it is usable in almost all ground conditions.

Sheet piling is a form of driven piling using thin interlocking sheets of steel to obtain a continuous barrier in the ground. The main application of steel sheet pile is in retaining walls and cofferdams erected to enable permanent works to proceed.

 


 

Soldier piles, also known as king piles or Berlin walls, are constructed of wide flange steel H sections spaced about 2 to 3 m apart and are driven prior to excavation. As the excavation proceeds, horizontal timber sheeting (lagging) is inserted behind the H pile flanges.
The horizontal earth pressures are concentrated on the soldier piles because of their relative rigidity compared to the lagging. Soil movement and subsidence is minimized by maintaining the lagging in firm contact with the soil.
Soldier piles are most suitable in conditions where well constructed walls will not result in subsidence such as over-consolidated clays, soils above the water table if they have some cohesion, and free draining soils which can be effectively dewatered, like sands.
Unsuitable soils include soft clays and weak running soils that allow large movements such as loose sands. It is also not possible to extend the wall beyond the bottom of the excavation and dewatering is often required.

 

from:wiki

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Sheet pile walls are usually used in soft soils

A retaining wall is a structure that holds back soil or rock from a building, structure or area. Retaining walls prevent downslope movement or erosion and provide support for vertical or near-vertical grade changes. Cofferdams and bulkheads, structures that hold back water, are sometimes also considered retaining walls. Retaining walls are generally made of masonry, stone, brick, concrete, vinyl, steel or timber. Once popular as an inexpensive retaining material, railroad ties have fallen out of favor due to environmental concerns.

Segmental retaining walls have gained favor over poured-in-place concrete walls or treated-timber walls. They are more economical, easier to install and more environmentally sound.

The most important consideration in proper design and installation of retaining walls is that the retained material is attempting to move forward and downslope due to gravity. This creates lateral earth pressure behind the wall which depends on the angle of internal friction (phi) and the cohesive strength (c) of the retained material, as well as the direction and magnitude of movement the retaining structure undergoes.

Lateral earth pressures are typically smallest at the top of the wall and increase toward the bottom. Earth pressures will push the wall forward or overturn it if not properly addressed. Also, any groundwater behind the wall that is not dissipated by a drainage system causes an additional horizontal hydrostatic pressure on the wall.

As an example, the International Building Code requires retaining walls to be designed to ensure stability against overturning, sliding, excessive foundation pressure and water uplift; and that they be designed for a safety factor of 1.5 against lateral sliding and overturning.

Sheet pile walls are usually used in soft soils and tight spaces. Sheet pile walls are made out of steel, vinyl or wood planks which are driven into the ground. For a quick estimate the material is usually driven 1/3 above ground, 2/3 below ground, but this may be altered depending on the environment. Taller Sheet pile walls will need a tie-back anchor, or "dead-man" placed in the soil a distance behind the face of the wall, that is tied to the wall, usually by a cable or a rod. Anchors are placed behind the potential failure plane in the soil.

 

 

 


It is very important to have proper drainage behind the wall as it is critical to the performance of retaining walls. Drainage materials will reduce or eliminate the hydrostatic pressure and will therefore greatly improve the stability of the material behind the wall, assuming that this is not a retaining wall for water.

 

from:wiki

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Workers busy at four sites building new interchange

SAINT JOHN - Motorists travelling east along Highway 1 in the vicinity of Allison Road can, with a little imagination, picture the new $65-million One Mile House interchange that will arch over the city from northwest to southeast for 600 metres, spanning the highway, the CNR railyard, Marsh Creek and Rothesay Avenue.

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Cindy Wilson/Telegraph-Journal
Transportation Department engineer Joel Landers at the interchange construction site. The interchange is expected to be finished by the fall of 2012.

Crews are working at four sites related to the new interchange: three located just off Highway 1 at Allison Road and the fourth on Russell Street at Rothesay Avenue.

Motorists glancing left off Highway 1's eastbound lanes at Allison Road will see about 15 workers building two bridge piers.

On Wednesday, steel sheet pile was being driven for Pier 5 while, just north of that, a frame was being installed so sheet piling could be ensconced deep in the ground to support Pier 4, explained Transportation Department engineer Joel Landers.

Steel sheet piling is installed to hold the soil up, so when workers excavate, the banks won't fall in, Landers said.

"They will come out before the whole thing is said and done," he said.

The so-called One Mile House interchange, which is expected to be complete by the fall of 2012, derives its name from the section of land located along the railway, one mile east of where Union Station was once located - the site of Harbour Station today.

Once completed, the interchange will provide a more direct route to the east side industrial parks, thereby removing truck traffic from city streets.

The span will touch down on a stretch of land that runs parallel to Russell Street.

As Landers spoke at the construction scene just off the highway this week, 100-tonne-capacity cranes lifted heavy sheet piling and drove it into the ground with an attached vibratory hammer, until it hit a surface solid enough to hold up the banks for excavation.

"Over 200 metres of shoring will go in all over (the project)," Landers said. "Then they will do a lot of excavation of material that will be hauled away. There are 15,000 metres of 'H' piles in this contract that will be used for soil stabilization. That's what the bridge footing will go on top of." H piles are steel piles that are H-shaped in section.

The sheet piling will come out in April or May, he said, and will take about a month to complete, and then the site will be formed up for footing - which the bridge will rest on; columns- the circular supports; and pier caps and bearing boxes, which are the structure each beam will sit atop.

Directly across the highway, just north of the westbound lanes, Pier 2 stands complete and, after excavating around it, five workers on-site were busy removing a concrete median barrier to make winter maintenance easier.

"It will take away the narrow shoulder that we've had there for a while," Landers said.

Further east, but barely a stone's throw away from Piers 4 and 5, another five workers were reinforcing a bank with steel sheets as they prepared to build the east-bound on-ramp.

"It's another way to stabilize the slope," Landers said. "That was our worst area for ground stabilization. We have geo-piers underneath that area but it still required further stabilization for the fill that's going to have to go on it for vehicles to come off the structure going eastbound."

On Russell Street, the exercise was much the same.

Walls for the east abutment were being formed at what, essentially, will be the end of the structure.

"From there it will all be fill and the road will taper into Russell Street," Landers said of the work being done where Rothesay Avenue meets Russell. "Aside from Pier 2, this is the furthest ahead."

On the east side of Rothesay Avenue at Russell, stacks of rebar for reinforcing the concrete sit waiting for the sheet piling to be done to complete the 10th and last pier of the project.

Earlier this fall, Transportation Minister Denis Landry announced that the project had been accelerated with a $31.5-million cash infusion.

The federal government will contribute up to $27.6 million toward the project under the Canada Strategic Infrastructure Fund.

 

from:News|telegraphjournal

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New Method Extends Possibilities of Pilot Tube Method


Dr.-Ing. Gregor Nieder — Dec 21, 2009

Despite the fast-paced development of the technology of pilot tube microtunneling in the past 10 years, these techniques can only be used in displaceable grounds. Therefore the conventional ground displacing pilot drilling technology cannot be used in dense material (SPT values of standard penetration tests > 35) and obviously in rock.

With the development of a patented steering technology called “Front Steer,” Bohrtec has for the first time overcome the application restrictions and enabled applications in very dense strata with SPT values > 35 and in moderately strong rock with strengths of up to 20 MPa. This is accomplished with the help of a guided auger boring system that excavates the ground as it advances. The expanded possibilities offered by this application does not affect the economic advantages of the pilot tube method – also known as guided boring – because the system with the Front Steer retains the advantages of quick and easy set-up of the equipment on site and simple operation.

Boring with the Front Steer


Just like the conventional ground displacing methods – the Front Steer system uses the proven optical guidance system consisting of theodolite with CCTV camera, monitor and LED target board. As shown in Figure 1, the ground/rock is continuously excavated by the cuttinghead and then transported to the starting shaft by augers with a hollow center for the optical path. The steering pipe uses the ground reaction force for steering. The machine operator can steer remotely by tilting the steering pipe in either manual or automatic mode and the control panel shows the respective steering position of the head.

Pipe Eating in Berlin


Although the Front Steer technology was developed for non-displaceable soil and weak rock, the system had a special challenge on the first project in Berlin. In the Berlin district of Wilmersdorf, an existing sewer 175-mm pipe needed to be replaced by a new 300-mm sewer on the same alignment. From the beginning, Berlin Water Service plans included on-line replacement by trenchless construction using the pipe eating method because the 60-m long line passed below six mature trees with trunk diameters of 300 to 350 mm.  

When the Berlin company Frisch & Faust, which already had different Bohrtec pilot drilling systems, received information about this project, it found this to be the perfect occasion to use the new guided auger boring method with Front Steer, which excavates the ground as it advances.

The company already had the BM 500 optical measuring system and the appropriate steel casings with hollow augers for the job. Only the Front Steer and the operation and control panel had to be provided. The six house connections on this length of sewer were diverted in advance. When doing this it was found to be necessary to remove the house connection branches before beginning the drilling works because they were all fixed to the old sewer with three metal clamps. Due to water pipes, gas pipes and electrical lines across the starting shaft the pit was supported with wood sheeting with a concrete thrust wall. One week before beginning of the drilling works the existing sewer was grouted.

After completion of all preliminary works, the Bohrtec team arrived with the Front Steer equipment and after a few hours had successfully drilled the first few meters. From the beginning, the crew had no difficulty controlling the steering head even with the different soil conditions, which included a sand/gravel bed below the old pipe, stone bedding and soils of the classes LBM 2/LBM 3, as well as the grout in the old line. These challenges, however, did not lead to any problems with regard to the soil clearing or steering.

Already after a short induction period with the new steering system, John Adams, an experienced machine operator with Frisch & Faust, was able to steer the head independently and without any problems due to the simple operational handling. The team of Frisch & Faust, well-trained in many conventional pilot tube projects, achieved an advance rate of about 4 m per hour, including all coupling and other activities on its first day. At the end of day, 25 m of 419-mm OD steel casings had already been driven successfully, even though the drilling only begun late in the morning.

After two days, 54 m of casing were driven without incident. Although the installation of the steel casings could have been completed on this second day, work was stopped short before reaching the target shaft in order to demonstrate the Front Steer driving into the target shaft and to explain the operation to owner representatives the next morning. After reaching the target shaft, the steering head was uncoupled and the team started to push in the 300-mm clay jacking pipes.

It took only four days to complete the 60 m drilling length to the satisfaction of all parties involved and the pipe eating process with Front Steer proved to be a success.

Breaking New Ground


Inspired by the successful use of the Front Steer on the Misdroyer Street project, Frisch & Faust prepared an alternative proposal for the Berliner Strasse/Treskow Allee project. An existing 200-mm clay sewer pipe had been in operation for several years but because of further development an additional connection to main sewer became necessary.

One section of this replacement sewer, which passed beneath the rails of a tramway, was planned to be performed in trenchless construction while open trench was intended for the installation of the rest of the pipe run. The original plan involved leaving the abandoned and backfilled sewer in the ground since laying the new pipe on the same alignment would not have been possible without disturbing the rails.
As an alternative proposal, Frisch & Faust proposed the on-line replacement of the existing sewer by pipe eating with the Front Steer system. The essential advantage of this proposal was the fact that the risk of meeting unknown obstacles was minimized by following the existing line.

After approval from Berline Water Service, the preliminary works were done and the Bohrtec Front Steer was used a second time for the on-line replacement of an existing sewer. After a smooth beginning of the drilling works, after 5 m there was a dramatic increase of the pushing force and the cutting wheel torque. It was presumed that a sheet pile had been struck since according to the construction plan there had been some sheet piles at this position of the old line which should have been cut down to a depth of about 3 m, but this was obviously not the case. Despite the risk of drilling head damage, it was decided to continue boring because the cost of disturbing the rails and the consequential cost for the rail replacement bus service would have been much higher. The sheet pile remains were passed despite much wear and tear of the cutting tools and the full length of 28 m was completed successfully. The choice of the Front Steer proved to be a lucky choice especially with regard to the sheet pile. If a conventional ground displacing drilling system had been used – as originally planned – the drilling would have had to be stopped when the sheet pile was encountered, thus inevitably requiring the rails to be disturbed and the provision of a special bus service.

Conclusion


Although the described projects of trenchless pipe replacement using the pipe eating method to remove the old line do not really represent the planned standard use of the new Front Steer system, it has proved to be effective for guided auger boring even under these extreme conditions.
With the development of the Front Steer system, Bohrtec has extended the range of application of the well proven and economical pilot tube technique successfully used for small diameters and short lengths into non-displaceable ground (SPT > 35) and rock with strengths of up to 20 MPa.

 

from:News|trenchlessonline

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Larssen set of sheet piles are famous

Let’s start with Larssen sheet piles. Larssen set of sheet piles are famous and well known to civil engineers worldwide. Their reliability, versatility and strength in all types of condition as retaining structures has beenwell proven and documented many times over.

 

Here is a little bit of history of this famous sheet pile. In 1902, Mr Tryggve Larssen, State Chief Engineer at the City of Bremen in Germany, developed the world’s first steel sheet pile , which has U section with riveted interlocks. Thus this how the name of this sheet pile comes about.

 

Larssen U Section Sheet Pile

The interlocking idea on both sides of the sheet pile came about In 1914. This is still utilized all over the world as the most popular steel sheet pile section.

 

One of the oldest Larssen U pile is displayed at Giken Kochi Head Office to remind us of the historical background of U steel sheet pile. The picture below is a typical larssen sheet piles stacked together.

The interlocking system mentioned above can be seen from the photo on the left. On both the sides of the sheet piles have U shapes which can be used to interlock to another sheet pile.

The interlocking system creates a water tight and increase the strength the sheet pile structures. Be it cofferdams or earth retaining systems.

Here is a diagram thats show how interlocking is done.

 

from:blog/wanze

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Cold formed sheet pile

Sheet piling produced to this specification is usually manufactured from coils, decoiled and fed through a multi stand (roll) forming mill at ambient temperature. Through innovation and benefits of latest technology, Cold Formed Steel Sheet Piling is formed by continuous flat steel strip rolled into corrugated profile at ambient temperature. The cold working by rolling process could increase the strength of material and good section properties per weight. Nowadays, cold formed steel sheet piling is widely used in the industry for piling foundation.

Cold formed steel sheet piling has the similar application as normal sheet pile, the purpose of using cold formed steel sheet piling is same as normal sheet pile too, it’s used to create a working space for the workers to work under ground level. Additional, method of installation for cold formed steel sheet piling should be the same as normal sheet piling as well.

Benefits For Cold Formed Steel Sheet Piling

1) Excellent strength / weight ratio to save construction cost.
2) Precise and proven interlocking system which ease the pile driving and forming continuous straight wall.
3) Flexible production process to offer product the client’s required length, strength and delivery schedule.
4) Roll forming technology guarantee superior surface finishes of sharp and clean contours without die marks.
5) Accurate dimension to meet even tight tolerances.

Applications For Cold Formed Steel Sheet Piling

1) Structural protection for canalization
2) Retaining wall system
3) Effective permeability cut off system or confinement walls at polluted site
4) Waterfront structure for port facilities & jetty
5) Locks and dam
6) Piled foundations
7) Temporary excavations
8 ) Trenches for sewerage and drainage works
9) Bridge abutments
10) Power plants construction
11) Construction of noise barrier


from:blog/wanze

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Sheet piling products and trends

However, China's steel sheet pile technology applications are still at the initial stage, the annual consumption of steel sheet pile was only 3 million tons, with China's steel consumption accounted for one third of the status of the world's disproportionate. As the start-up of steel piling industry in the production process, technical standards, industry standards are at the exploratory stage, there are many inadequacies and places worth exploring. At the same time, the domestic engineering of such products, do not understand, and even some misunderstanding, leading to many companies will not dare to try to apply the new technologies and new products. I will briefly introduce the current sheet piling products and trends. Products according to the traditional production process of steel sheet pile into hot and cold processing of steel sheet pile sheet piling, but in recent years there have been a number of cold welding process in the form of combination of complex processing of steel sheet pile, and the combination of H-beam or pipe formed composite pile system, and greatly enriched the variety of steel sheet pile market. In general, thermal processing of steel sheet pile with a size standard, stable performance, good quality, good sealing, durability, etc., has been widely applied to many engineering projects. As the production equipment and technology constraints, the world's single-chip thermal processing of steel sheet pile can do the greatest width of 900 mm or so, the largest single cross-section modulus less than 4000 cubic centimeters. Besides, given the restrictions in this area, thermal processing of steel sheet pile section is also very difficult to change in the form of the market can only provide the form of a number of specific cross-section of steel piling for the production of self-designed cross-section of steel sheet pile will be to spend a lot of investment, thereby designer can not be based on the design customized products, which often leads to the occurrence of super-designed and thus give rise to waste. For the cold steel sheet pile, the domestic is more familiar with it, or the existence of errors, especially for cold steel sheet pile lack of understanding of the latest developments do not dare to use. In fact, it is cold steel sheet pile sheet piling on the current international trend of a development, and many large international companies such as ESC production of steel sheet pile, Arcelor Steel, Skyline Steel, Oriental and steel have been carried out in the cold on the product development and development. Cold steel sheet pile has a process in the production of flexible and convenient, the characteristics of high efficiency, customers can according to their needs, tailor-made to meet the requirements of the steel sheet pile; in product quality also has a stable performance, good quality steel, high strength, durable strong features, and aspects of conservation than the thermal processing of steel sheet piling have greater advantages. Because of its processing characteristics, manufacturers can easily produce a single sheet pile section modulus greater than 5000 cubic centimeters, 1400 millimeters wide to steel piles, thereby significantly reducing the project to install the piling of the volume and the number of seams on the installation and seepage has a significant positive role. In addition, today's cold steel sheet pile is no longer used to the so-called cold "thin"steel sheet pile , and the current domestic manufacturers of the cold processing of steel sheet pile thickness up to 19 mm, more than the current most of the thermal processing of steel sheet pile thickness. For the cold steel sheet pile lock connection and water issues, many businesses at home and abroad have conducted more testing and research, put forward a number of patented property of the locking type and locking sealants. Lock the current strength of the connections cold steel sheet pile can reach 720 kN / m, locking slot up to 2 mm to 4 mm, and thermal processing of steel sheet pile lock a considerable gap. However, in both projects need to waterproof thermal processing or cold steel sheet pile, the experts have recommended sealant applied. Cofferdam works in many underwater applications, the actual monitoring to the seepage rate is zero. In recent years, appearing on the market a number of complex processing steel sheet piling. Some manufacturers in the cold forming of steel sheet pile, the use of specially designed lock will be welding steel plates welded to the piles, steel sheet pile connected to achieve higher flexibility and waterproofing. Furthermore, there are a number of modular steel sheet pile structure, which adopts the section modulus of a larger H-piles, or a combination of pipe and steel sheet pile structure, and greatly enhanced the entire piece of pile bearing capacity of the wall has become a large heavy-load or deep-water port with an important structural form. According to market analysis of the professional staff, our country in the next 10 years will be a steel sheet pile consumption power. One hand, as countries invest heavily in engineering construction, especially in the south-highway and rail construction projects and water reform, and other investments. On the other hand due to the engineering field in China for environmental protection, conservation land, to withstand natural disasters, awareness enhancement, inevitably a number of environmental protection, conservation and efficiency some of the enormous demand for engineering products. In addition, it is good news that China's steel sheet piling products are no longer totally dependent on imported, according to the author survey data, the domestic production capacity of existing steel sheet pile manufacturers has great potential, and many have been completely refer to European or Japanese standards for manufacturing , has a good quality assurance. Therefore, we can be confident that in particular the composite sheet piling steel sheet piling and processing Combined application of steel sheet piles in China, has broad prospects.
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sheet pile installing

Contractors use sheet pile as a temporary supportive wall which is used to support the soft soil collapsed from higher ground to lower ground. Sheet pile is commonly used in the construction and has variety types of material for sheet pile. The price for variety types of material for sheet pile is different, the driving method can be in variety ways as well. Contractors might need to determine the condition of soil then only can decide which type of sheet pile can be used.

Sheet pile installation can’t be done by piling contractor while there is specialist contractor for sheet pile to do the installation. Here is a rough installation procedure for sheet pile:

1) Pile Driving Equipment
Before starting driving sheet pile, a few equipments have to be prepared such as driving hammers and jetting equipment. The driving energy for hammers shall be recommended by the manufacturer so that it’s applicable to relevant sheet pile. While jetting equipment shall have a minimum of two removable or fixed jets of the water or be a combination of air a water type.

2) Placing and Driving
After preparing all the sheet pile driving equipments, sheet piles can be started to place on the location that shown in the construction drawings. Temporary wales, templates, or guide structures have to be carried on to ensure the sheet pilings are placed and driven to the correct alignment.

After the sheet piles is set on place, jetting machine will be starting to driving the sheet piles. Sheet piles have to be driven with the proper size of hammer and by approved methods to ensure no damage to the sheet piles and proper interlocking throughout their lengths. A protecting cap shall be employed on the tops of sheet pile to prevent damage during driving with hammer.

3) Cutting-Off and Splicing
After driving the sheet piles into the ground, if contractor find that they need additional penetration, splicing or jointing works will be carried on. Driving works will be done again for the sheet piles until it reaches its’ limit on the ground. After this, excessive of sheet pile will be cutting-off and removed from the site. All cutting-off work must be done in a neat and workmanlike manner for safety purpose.

4) Inspection of Driven Piling
The contractor shall inspect the interlocked joints of driven sheet piles extending above ground. If contractor find out that the sheet piles are out of interlock, then the sheet piles have to be removed and replaced with a new sheet pile.
5) Pulling and Redriving
After the inspection of driven piling, another similar process has to be carried on which is called pulling and redriving. The contractor shall pull selected sheet piles to determine the condition of the underground portions of sheet piles. If contractor found any damages to the extent that its usefulness in the structure is impaired, then the sheet piles have to be removed and replaced with a new sheet pile.

Sourse from:http://www.china-sheetpiling.com/news/item_1643.html
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sheet pile installing

Contractors use sheet pile as a temporary supportive wall which is used to support the soft soil collapsed from higher ground to lower ground. Sheet pile is commonly used in the construction and has variety types of material for sheet pile. The price for variety types of material for sheet pile is different, the driving method can be in variety ways as well. Contractors might need to determine the condition of soil then only can decide which type of sheet pile can be used.

Sheet pile installation can’t be done by piling contractor while there is specialist contractor for sheet pile to do the installation. Here is a rough installation procedure for sheet pile:

1) Pile Driving Equipment
Before starting driving sheet pile, a few equipments have to be prepared such as driving hammers and jetting equipment. The driving energy for hammers shall be recommended by the manufacturer so that it’s applicable to relevant sheet pile. While jetting equipment shall have a minimum of two removable or fixed jets of the water or be a combination of air a water type.

2) Placing and Driving
After preparing all the sheet pile driving equipments, sheet piles can be started to place on the location that shown in the construction drawings. Temporary wales, templates, or guide structures have to be carried on to ensure the sheet pilings are placed and driven to the correct alignment.

After the sheet piles is set on place, jetting machine will be starting to driving the sheet piles. Sheet piles have to be driven with the proper size of hammer and by approved methods to ensure no damage to the sheet piles and proper interlocking throughout their lengths. A protecting cap shall be employed on the tops of sheet pile to prevent damage during driving with hammer.

3) Cutting-Off and Splicing
After driving the sheet piles into the ground, if contractor find that they need additional penetration, splicing or jointing works will be carried on. Driving works will be done again for the sheet piles until it reaches its’ limit on the ground. After this, excessive of sheet pile will be cutting-off and removed from the site. All cutting-off work must be done in a neat and workmanlike manner for safety purpose.

4) Inspection of Driven Piling
The contractor shall inspect the interlocked joints of driven sheet piles extending above ground. If contractor find out that the sheet piles are out of interlock, then the sheet piles have to be removed and replaced with a new sheet pile.
5) Pulling and Redriving
After the inspection of driven piling, another similar process has to be carried on which is called pulling and redriving. The contractor shall pull selected sheet piles to determine the condition of the underground portions of sheet piles. If contractor found any damages to the extent that its usefulness in the structure is impaired, then the sheet piles have to be removed and replaced with a new sheet pile.

Sourse from:http://www.china-sheetpiling.com/news/item_1643.html
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