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Overburden Drilling Systems

PipesAs much as 90% of the land surface of the earth is covered with loose, unconsolidated material such as soil, clay, silt, sand, gravel, and boulders that varies in depth from a few inches to hundreds of feet.

Drilling through this so-called overburden is often problematic due to the tendency of the earth to cave in behind the drill bit. This makes it difficult to retrieve the drill string after the hole has been drilled. In practice the bore hole is often lost before a casing tube can be inserted to support it. The Symmetrix range of overburden drilling systems represents the latest technology in simultaneous casing advancement.

Drilled piles were first used in Italy when repairing and reinforcing foundations of building that had been damaged during World War II. Drilling was originally done with rotary drill rigs, and drilling tools were pipes with cutting teeth at the lower end. Pipes were rotated and pushed into the ground while circulating bentonite-water slurry as a drilling mud.

Over the years the engineering has improved and new equipment and technologies developed. With the introduction of percussive drilling methods it became possible to penetrate all kinds of soil and rock.

In the early '90s the DTH method was used above all for well drilling. Well drillers had continuous problems with drill bits, making work slow. When the drill bit hit a boulder it might cause deviation from drilling direction. In addition, the holes in overburden tend to collapse before reaching bedrock. Then a new casing drilling system, namely Symmetrix, was invented in Finland. Until that time drilling was done with asymmetric drill bits, but the new invention was a symmetrical drill bit system that advances a casing pipe simultaneously when drilling the hole.

The Symmetrix System

Symmetrix is a patented system comprised of an ingeniously simple concentric method of drilling through overburden with casing. Symmetrix drills straight holes, in any type of ground conditions, at any angle and to depths beyond 328 feet.

The three main components of the system are made up of:

A pilot bit that drills away the center part of the hole and guides the drill string. The pilot bit is attached to any common DTH hammer shank or top hammer rod thread.

A casing shoe welded to the casing pipe, which is pulled down by the impact of the hammer and pilot bit.

A symmetrical ring bit that is locked onto the pilot bit drills the void for the casing to advance down the hole. There are three different types of ring bit and casing shoe assemblies:

  • A solitary ring bit with no connection to the casing shoe.
  • A welding ring that holds the ring bit and casing shoe together.
  • A factory-assembled ring bit set with integrated ring bit and casing shoe.

 

Diagram of Symmetrix system with a solitary ring bit and an optional welding ringa) Symmetrix system with a solitary ring bit and an optional welding ring.

Drilling in Overburden

Casings are installed into the overburden for basically two different reasons:

  1. To create a conduit through the overburden, for example:
    • gas, oil, water, and geothermal wells
    • utility lines
    • starter casings for exploration
    • grouting casings
  2. To create foundation and support structures, such as:
    • piles
    • forepoling, pipe roofs
    • ground stabilization
    • anchors

Depending on the use of the casing, it is either left in the hole permanently or retrieved by pulling out. Symmetrix range includes systems for drilling both permanent and retrievable casings.

In the case of permanent casing the ring bit is sacrificed and left in the bottom of the hole, while drilling retrievable casings and all system components are retrieved for reuse.

 

Diagram of Symmetrix system with a ring bit set; an integrated ring bit and casing shoe

b) Symmetrix system with a ring bit set; an integrated ring bit and casing shoe.


Technical Specifications per Casing Size

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Permanent or Retrievable Casings

Pile Types in Foundation Drilling

Foundation piles are generally divided into two different types, end bearing piles and skin friction piles.

Diagram of installing end bearing piles

 

End Bearing Piles - A very important factor that determines the choice of foundation and its design is formed by the geotechnical properties of the ground.

In may cases piles can be footed in a firm stratum, such as dense till or bedrock, in which case they will get most of their bearing capacity from the base and consequently be classified as end bearing piles. Solitary ring bits can be used in this type of drilling. In case there is a special need to tie the casing shoe and ring bit together (like cavities or soft clay in ground or where drilling starts over water surface) the connection can be made economically by using a separate welding ring. Ring bit and casing shoe can be integrated in the factory. These factory-assembled ring bit sets are easy to use.

The systems are available through the whole product range, the smallest being for 4 1/2" casing and largest size available at the moment is for 48" casing.

Installing end bearing piles:
  1. Casing is installed until bedrock.
  2. Drill string is pulled out from the hole.
  3. Reinforcement element is installed and concrete poured into the hole.

Diagram of installing skin friction piles

 

Skin Friction Piles - Where there is no particular dense underlying stratum, the bearing capacity will depend on the friction forces that are mobilized along the length of the pile. These piles are called skin friction piles.

Casings are often retrieved after reinforcement structure has been installed. Skin friction piles can be drilled with the solitary ring bit as above, pulling out the casing after the concrete is poured in, but more common is to use a system where the ring bit is also retrieved. Such systems always have large ring bit inner diameters to allow maximal inside diameter usage for reinforcement structure.

The same method can also be applied to well drilling for applications where casings are retrieved. Retrievable systems are available for casing sizes from 3 1/2" to 48".


Installing skin friction piles:
  1. Casing is installed.
  2. Drill string is pulled out from the hole.
  3. Reinforcement element is installed and concrete poured in. Finally, the casing is
    pulled out with the ring bit set.

The Symmetrix Movie




Drilling with Rotary and DTH in the same hole

Due to Symmetrix's unique locking system it is possible to drill with a tricone bit or drag bit and with a DTH hammer in the same hole. A special ring adapter is used when drilling with the tricone or drag bit in order to rotate the ring bit. When DTH drilling is required, the drill string is lifted out and the DTH hammer with Symmetrix pilot bit is locked into the ring bit.

Symmetrix with rotary-1
Symmetrix with rotary-2

Operating Symmetrix with DTH

Torque Requirement

The Symmetrix method needs less torque compared with eccentric drilling systems. A drill rig should have, however, the minimum torque shown for various casing sizes in the table.

 

Rotation Speed

Rotation speed depends on the size of the Symmetrix bit and also on the formation being drilled. The rotation speed may have to be varied as the formation changes. The harder the ground or the larger the bit, the slower the rotation speed.

Casing Size
Minimum Torque
Casing Size
Rotation Speed
inch
lb. ft.
inch
rpm
4 1/2
440
5 1/2
35-50
6 5/8
1,480
24
8-10
8 5/8
2,210
   
10 3/4
5,900

Air Pressure

Recommended air pressure in overburden is 174 - 203 psi.

18
11,800
24
22,130
32
29,500

Welding Ring Assembly Instruction

Assembling Symmetrix System with a Welding Ring

;flakjsd;fl1. A casing shoe, a welding ring, and a ring bit are delivered as solitary components.

2. First, insert the welding ring around the casing shoe so that it locks into the groove in the casing shoe.

3. Then, place the ring bit into the welding ring so that the welding ring fits into the groove in the ring bit. Finally, weld the ring bit to the welding ring.


Common System Requirements

Large Pass-Through Inner Diameter

There are casing drilling applications where the passage through the ring bit is essential. Such requirement is typical in both piling as well as in well drilling. Symmetrix product range includes models taking this requirement into consideration.

In piling a large pass-through ring bit inner diameter is normally required to drill a hole for a rock socket without the casing with a DTH bit. On the other hand, the structure of pile reinforcement placed into the casing requires a certain space, and when casings are retrieved ring bit inner diameter needs to be large enough.

In well drilling the casing is drilled through overburden into the bedrock and then the drilling of rock well is continued with a DTH bit. For that reason the ring bit inner diameter needs to be large enough.

  Diagram of system with large pass-through inner diameter
System with large pass-through inner diameter:
  1. Casing is installed until bedrock.
  2. Drill string is pulled out from the hole.
  3. Drilling of the well continues with a DTH bit, which passes through the ring bit.

Systems with Drill-Through Pilot Bit

Sometimes it is economically reasonable to drill the hole for the rock socket with the actual Symmetrix pilot bit. This applies to all cases where the rock socket length is short compared to the casing length. By utilizing the Symmetrix pilot bit for drilling the rock socket time is saved since there is no need to replace the Symmetrix pilot bit with a DTH bit between work phases.

The Symmetrix product family has these drill-through systems for both permanent and retrievable casings.

Drill-through systems are available for most casing sizes. In the product designation code not only the ring bit inner diameter but also the outer diameter of the pilot bit is given since the pilot bit makes a larger hole than the ring bit's inner diameter.

  Diagram of system with drill-through pilot bit

 


System with drill-through pilot bit:
  1. Casing is installed until surface of bedrock.
  2. Drill-through pilot bit is unlocked from ring bit and after that pilot bit drills a rock socket. Drill string is pulled out from the hole.
  3. Reinforcement element is installed and concrete poured into the hole.

Heavy Duty Systems

The Symmetrix product family includes a heavy duty system that has very strong striking and pulling surfaces. In horizontal drilling the friction between soil and casing can grow very high, and Symmetrix heavy duty drill bits are designed to withstand the abrasion in such conditions.

These systems are intended for break-through drilling where the ring bit is recovered for reuse. The system can also be used for drilling deep vertical holes, if there is no requirement on a large ring bit inner diameter.

Heavy duty systems are available for casings from 5 1/2" to 48".

Diagram of Symmetrix heavy duty system with solitary ring bit

Symmetrix heavy duty system with a solitary ring bit that can be connected to a casing shoe by optional welding ring.
 
Diagram of heavy duty system - horizontal drilling

Heavy duty system - horizontal drilling:
  1. Casing is installed through overburden layer.
  2. Ring bit and casing shoe (with starter casing) are recovered from receiving pit. Drill string is withdrawn to starter pit.

Top Hammer Systems

While most casing drilling is done with DTH hammers, there are also requirements to drill casings with top hammers. The Symmetrix product range naturally consists of models for drilling both permanent and retrievable casings with top hammer.

Diagram of top hammer system for permanent casings

Top hammer system for permanent casings, e.g. for forepoling.

Diagram of top hammer system for retrievable casings

Top hammer system for retrievable casings, e.g. for anchoring.
 

Diagram of forepoling with top hammer

Forepoling with top hammer:
  1. Casing is installed.
  2. Drill string is pulled out from the hole.
  3. After grouting, installation is finished.

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Special System Designs

Clay Face Design

Sometimes clay makes casing advancement very problematic. Clay cannot be drilled with impact as its elastic structure does not break or produce any cuttings to be flushed out, making penetration very slow. Hard rubber-type clays can be drilled with cutting only.

For that reason Symmetrix clay face has been designed. Symmetrix clay version (which is optional for all models) has, despite its large clay cutting face area, enough surface with tungsten carbide inserts to also allow drilling into solid rock.

Sensitive Conditions

When facing sensitive drilling conditions, such as underpinning and construction close to existing structures, pilot bits with extra deep face flushing grooves can be of great use.

These Symmetrix pilot bits are used with long ring bit assembly to keep flushing within the face area and collect the cuttings back into the casing. This means less disturbance for surrounding structures. This method can also be utilized in marine construction, where this assembly ensures controlled drilling and cuttings removal in sea bottom conditions. This system not only keeps the flushing under control, but also allows accurate and straight penetration in steeply sloped bedrock face.

  Clay face design and bit with deep face and flushing grooves
These two models are not included in the product listing and are available on request.

Aggragate and equipment

Pilot bit with hemispherica buttons

Symmetric Features

Each Symmetrix system is made from high quality alloy steel and has been precision-machined to produce a perfect bit body, heat-treated to the required hardness and fitted with durable tungsten carbide buttons.

  Drill bit with ballistic buttons

Ballistic Buttons for Specific Conditions

Symmetrix drill bits are manufactured with hemispherical buttons, but also can be dressed with ballistic buttons for use in soft and medium hard formations to achieve a higher penetration rate. Ballistic buttons are efficient in cutting clay and are also able to penetrate into wood when drilled within old wooden foundation.

Pilot bit with hemispherical buttons.   Drill bits with ballistic buttons are available on request.

How to Select a Symmetrix System

When selecting the right Symmetrix casing drilling system, the first question to ask is whether the casing should be permanent or retrievable. This will influence further choices.

The second issue to investigate is what casing size is to be used. This is done by determining the outer diameter of the casing pipe and wall thickness. For permanent casing both thick and thin wall casing can be used, while a thick wall casing is needed for retrievable casing.

The final step is to get good insight into the application and requirements for the system. For example, what kind of hammer is used? Is drilling continued through the ring bit after the casing has been installed? Is the drilling horizontal or vertical?

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Product Designation Code

Symmetrix systems will be named and numbered according to the casing type, casing size and ring bit inner diameter in both permanent and retrievable forms.

 


Permanent and Retriveable table


Overview Map of Symmetrix Systems

 
Permanent DTH
Permanent DTH
Permanent DTH
Permanent DTH
Permanent Top Hammer/DTH
Casing Type
Permanent
Permanent
Permanent
Permanent
Permanent
Hammer Type
DTH
DTH
DTH
DTH
Top Hammer/
DTH
System Feature Heavy Duty Drill-through
pilot bit
-
-
-
Main Applications Horizontal drilling, vertical break-through drilling, deep vertical holes Foundation drilling, especially end bearing piles, anchoring Well drilling Deep well drilling, foundation drilling Forepoling in tunnels
Ring Bit System Solitary ring bit with optional welding ring Integrated ring bit set Integrated ring bit set Integrated ring bit set Integrated ring bit set
Remark
-
The pilot bit can continue drilling hole for rock socket
-
-
-
Casing out Ø
5 1/2" - 48"
6 5/8" - 28"
5 1/2" - 7 5/8"
6 5/8" - 36"
3" - 4 1/2"
Large pass- through inner Ø
(inch)
No
Yes
Yes
Yes
Yes

 
Permanent or Retrievable DTH/Top Hammer
Retrievable DTH/Top Hammer
Retrievable DTH
Retrievable DTH
Casing Type
Permanent or Retrievable
Retrievable
Retrievable
Retrievable
Hammer Type
DTH/Top hammer
DTH/Top Hammer
DTH
DTH
System Feature
-
-
Drill-through pilot bit
-
Main Applications
Foundation drilling, especially end bearing piles
Foundation drilling, especially skin friction piles, anchoring
Foundation drilling, anchoring

Piling, anchoring.

Pre-drilling of holes for driven piles.

Ring Bit System
Either solitary ring bit with optional welding ring or integrated ring bit set
Integrated ring bit
set
Integrated ring bit
set
Integrated ring bit
set
Remark
When drilling with solitary ring bit casing can be retrieved and ring bit is left in the bottom of the hole.
-
The pilot bit can continue drilling hole for rock socket.
-
Casing out Ø
4 1/2" - 48"
3 1/2 - 48"
4 1/2" - 48"
8 5/8" - 40"
Large pass- through inner Ø
(inch)
No
Yes
Yes
No

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